bill of quantities

PROPOSED DEVELOPMENT OF NYANYA COMMUNITY SPORT CENTER

4 BEDROOM DUPLEX 1

BLOCK A ( FOUR BEDROOM DUPLEX )

ELEMENT Nr. 1

SUBSTRUCTURE (ALL PROVISIONAL)

D20: Excavation and Filling.

A Excavate topsoil average depth not exceeding 150mm 640 40.00 25,600.00

B Excavating trenches, width exceeding 0.3m maximum

depth not exceeding 1.50m 631 575.00 362,825.00

C Excavating pits (38nr), maximum depth not exceeding

2.00m 85 575.00 48,875.00

D Dispose excavated materials off site, in spoil heap away

from site 107 220.00 23,540.00

E Filling to excavations, thickness exceeding 250mm,

materials arising from excavations 138 180.00 24,840.00

F 150mm laterite filling in layers 86 1,350.00 116,100.00

G Filling to make up levels, thickness not exceeding 150mm,

hardcore materials obtained off site 86 2,100.00 180,600.00

H Level and compact bottom of excavation 1,212 40.00 48,480.00

J Dieldrex or other equal and approved antitermite treatment

solution spread to faces of excavations 1,212 55.00 66,660.00

E10: In situ concrete Plain in situ concrete (1:10)-40mm aggregate

K Blinding beds, thickness not exceeding 50mm 57 1,050.00 59,850.00

Plain in situ concrete (1:3:6)-20mm aggregate

L Foundations 141 21,000.00 2,961,000.00

Reinforced in situ concrete (1:2:4)-19mm aggregate

M Beds/ attached steps (150mm thick) 92 38,000.00 3,496,000.00

N Column bases 26 38,000.00 988,000.00

P Column (62nos) 4 38,000.00 152,000.00

m2

m3

m3

m3

m3

m3

m3

m2

m2

m2

m3

m3

m3

m3


4 BEDROOM DUPLEX 2

Q Circular Column 450mm Diameter (2nos) 1 38,000.00 38,000.00 Carried to collection 8,592,370.00

E20: Formwork for in situ concretePlain vertical sawn formwork

A Edges of beds, height not exceeding 250mm 22 1,450.00 31,900.00

B Sides of column 71 1,450.00 102,950.00

E30: Reinforcement for in situ concreteHigh tensile bars to BS 4449, straight

C 20mm Diameter 1.260 t 240,000.00 302,400.00

D 16mm Diameter 0.390 t 240,000.00 93,600.00

E 12mm Diameter 0.550 t 240,000.00 132,000.00

Mild steel bars to BS 4449, bent.

F 10mm Diameter 0.460 t 240,000.00 110,400.00

Fabric mesh A192 weighting 42kg/m2 laid as detailed inmanufacturer's manual

G Ground floor bed/Attached ramp 669 850.00 568,650.00

F10: Brick/Block wallingSandcrete blockwork in stretcher bond bedded in cementand sand mortar mix (1:6) flush pointed, filled solid with leanconcrete

H Walls, 230mm thick vertical 845 3,800.00 3,211,000.00

EXTERNAL RENDERING

J 15mm thick cement and sand (1:4) smooth rendering to

face of the wall 53 650.00 34,450.00

PAINTING AND DECORATION

K Prepare prime and apply one undercoat and two finishing

wall (rate including floating) 53 1,200.00 63,600.00

Carried to collection 4,650,950.00

m3

m2

m2

m2

m2

m2

coats of high quality "DULUX" emulsion paint on rendered

m2


4 BEDROOM DUPLEX 3

Collection

Page 01 8,592,370.00

Page 02 4,650,950.00

SUBSTRUCTURE CARRIED TO SUMMARY 13,243,320.00


4 BEDROOM DUPLEX 4

ELEMENT Nr. 2

FRAMES

E10: In situ concreteReinforced in situ concrete (1:2:4)-19mm aggregate

A Columns 31 38,000.00 1,178,000.00

B Circular Columns 6 38,000.00 228,000.00

C Beams 8 38,000.00 304,000.00

D Roof beams/ concrete fascia 4 38,000.00 152,000.00


E Columns 539 1,450.00 781,550.00

F Circular Columns 146 1,450.00 211,700.00

G Beams 421 1,450.00 610,450.00

H Roof beams/ concrete fascia 88 1,450.00 127,600.00

E30: Reinforcement for in situ concreteHigh tensile bars to BS 4449, straight.

J 20mm Diameter 3.630 t 240,000.00 871,200.00

K 16mm Diameter 4.210 t 240,000.00 1,010,400.00

L 12mm Diameter 8.960 t 240,000.00 2,150,400.00


M 10mm Diameter 7.120 t 240,000.00 1,708,800.00

m3

m3

m3

m3

m2

m2

m2

m2


4 BEDROOM DUPLEX 5

FRAMES CARRIED TO SUMMARY 9,334,100.00

ELEMENT Nr. 3

STAIRCASES


A Staircases (flight) 4 38,000.00 152,000.00

B Landings 3 38,000.00 114,000.00

C Steps 2 38,000.00 76,000.00

D Beams 2 38,000.00 76,000.00

Plain vertical sawn formwork:

E Soffits of landings 83 1,450.00 120,350.00

F Soffits of flight 44 1,450.00 63,800.00

G Sides of beams 6 1,450.00 8,700.00

H Edges of suspended slabs 14 m 400.00 5,600.00

J Stairflights 24 m 400.00 9,600.00

K Steps 24 m 400.00 9,600.00

Reinforcement for in situ concreteHigh tensile bars to BS 4449, straight and vertical.

L 16mm Diameter 1.330 t 240,000.00 319,200.00

M 12mm Diameter 1.240 t 240,000.00 297,600.00

N 10mm Diameter 1.000 t 240,000.00 240,000.00

Plastered/Rendered/Roughcast coatings12mm thick cement and sand (1:3) rendering

P Landings soffit, width exceeding 300mm 83 650.00 53,950.00

Q Stairflight soffit, width exceeding 300mm 498 650.00 323,700.00

m3

m3

m3

m3

m2

m2

m2

m2

m2


4 BEDROOM DUPLEX 6

R Strings 144 m 225.00 32,400.00


Sand cement/Concrete/Granolithic screeds/flooring25mm thick cement and sand (1:4) screeded floor

A Landing floors 36 830.00 29,880.00

B Treads, 300mm wide 258 m 250.00 64,500.00

12mm thick cement and sand (1:3) rendering

C Risers; plain, 150mm high 310 m 180.00 55,800.00

Stone/ConcreteQuarry/Ceramic tilling/MosaicGranite floor tilling on cement and sand bed

D Landing Floors 36 m2 8,000.00 288,000.00

E Skirtings 276 m 650.00 179,400.00

F Treads to steps 129 m 1,950.00 251,550.00

G Risers to steps 300 m 975.00 292,500.00

Painting/Clear finishingprepare and apply 3 coats of emulsion paints to floatedsurfaces, rate including floating to Architect's details.

H Rendered surfaces, width exceeding 300mm 23 m2 1,200.00 27,600.00

Stairs/Walkways/Balustrades

J Stair Balustrades; 1000mm high purpose made designedbalustrade in 75mm diameter stainless steel pipescomplying to Architect's details embedded into concrete 468 m 4,800.00 2,246,400.00

K Stainless steel handrails consisting of 75mm x 75mm topand bottom rail complete with bolts and nuts screwed tosteel wall bracket 552 m 3,700.00 2,042,400.00


Collection

m2


4 BEDROOM DUPLEX 7

Page 05 1,902,500.00

Page 06 5,478,030.00

STAIRCASES CARRIED TO SUMMARY 7,380,530.00

ELEMENT Nr. 4

UPPER FLOORS


A 114 38,000.00 4,332,000.00


B 12mm Diameter 13.60 t 240,000.00 3,264,000.00

C 10mm Diameter 9.57 t 240,000.00 2,296,800.00

E20: Formwork for in situ concretePlain vertical sawn formwork to the following

D Edges of suspended slabs, height 150- 250mm 121 m 250.00 30,250.00

Plain sawn formwork comprises of verical struts andrunners

E Soffit of slabs, slab thickness not exceeding 450mm,

horizontal, height to soffit not exceeding 4.50m 1,112 1,450.00 1,612,400.00

Slabs thickness, 150-450mm, sloping not exceeding 150 m3

m2


4 BEDROOM DUPLEX 8

UPPER FLOORS CARRIED TO SUMMARY 11,535,450.00

ELEMENT Nr. 5

ROOF

G20: Carpentary/Timber framing/First fixingSawn treated hardwood in pitched roof members

A Tie beams 150 x 50mm 1,162 m 380.00 441,560.00

B Struts 150 x 50mm 5,128 m 380.00 1,948,640.00

C Rafters 150 x 50mm 1,648 m 380.00 626,240.00

D Purlins 75 x 50mm 3,821 m 260.00 993,460.00

H72: Aluminium sheet coverings/flashings0.55mm coloured approved stone coated aluminiumcoverings laid to slope not exceeding 50 degrees from thehorizontal with one and half corrugation side lap and 200mend lap and fixed in accordance to manufacturers instruction(measured nett) to timber purlins at approved generalspacing

E Pitched covering 2,322 3,500.00 8,127,000.00

F Ridge cappings, girth 600mm 528 m 2,100.00 1,108,800.00

G Hip capping, girth 600mm 487 m 2,100.00 1,022,700.00

m2


4 BEDROOM DUPLEX 9

ROOF CARRIED TO SUMMARY 14,268,400.00

ELEMENT Nr. 6

INTERNAL AND EXTERNAL WALLS

F10: Brick/Block wallingHollow Sandcrete blockwork in stretcher bond bedded incement and sand mortar mix (1:6) flush pointed.

A Walls, 230mm thick vertical 4,891 3,200.00 15,651,200.00

B Dwarf walls 187 3,200.00 598,400.00

m2

m2


4 BEDROOM DUPLEX 10

INTERNAL AND EXTERNAL WALLS CARRIED TO SUMMARY 16,249,600.00

ELEMENT Nr. 7

DOORS AND WINDOWS


A Lintels 12 38,000.00 456,000.00


B Lintels 372 1,450.00 539,400.00


C 12mm Diameter 1.238 t 240,000.00 297,120.00


D 10mm Diameter 0.965 t 240,000.00 231,600.00

DOORS

L21: Metal doors/shutters/hatchespurpose made decorative steel HPI security doors with steelframe in autobase paint built into blockwork and concretesurround, bedded and pointed in cement and sand mortarwith mastic sealant complete with all necessaryironmongery

E Door, size 1200 x 2100mm high 10 nr 96,500.00 965,000.00

F Door, size 900 x 2100mm high 10 nr 78,500.00 785,000.00

m3

m2


4 BEDROOM DUPLEX 11

L20: Timber doors/shutters/hatches50mm thick polished hardwood timber panel door including225mm wide treated wrought finished hardwood door framecomplete with architraves and ironmongery, all complying toArchitect's details

G Door, size 900 x 2100mm high 48 nr 30,000.00 1,440,000.00

H Door, size 750 x 2100mm high 48 nr 30,000.00 1,440,000.00


WINDOWS

L11: Metal windows/rooflights/sceens/louvresWhite powder coated aluminium casement windows in 5mmthick tinted glass complete with fly screen and burglar barsfit to detail

A Windows size, 1200 x 1500mm high 50 nr 58,050.00 2,902,500.00

B Windows size, 900 x 900mm high 24 nr 48,375.00 1,161,000.00

B Windows size, 600 x 600mm high 25 nr 32,375.00 809,375.00


Collection


4 BEDROOM DUPLEX 12

Page 10 6,154,120.00

Page 11 4,872,875.00

DOORS AND WINDOWS CARRIED TO SUMMARY 11,026,995.00

ELEMENT Nr.8

FIXTURES AND FITTINGS

N10: General fixtures/furnishings/equipment

WardrobesComposite wardrobe units, in veneer-finished laminated particleboard or other approved materials, comprising compartmentsfitted with shelves and door leaves with and including allnecessary iron mongery; all to Architect's details

A Wardrobe size 2100mm length x 3000mm high x 600mmdeep; self closing 5 nr 220,000.00 1,100,000.00

B Wardrobe size 1800mm length x 3000mm high x 600mmdeep; self closing 15 nr 175,000.00 2,625,000.00

Kitchen carbinet unit

C 7600mm long x 600mm deep x 750mm high; L-shapedkitchen carbinet in accordance to Architect's details 1 nr 450,000.00 450,000.00

Store shelve unit

D 2270mm long x 450mm deep x 1750mm high; U-shapedand 3-tiers shelve unit in accordance to Architect's details 1 nr 120,000.00 120,000.00

Railings to Balcony and walls

E Allow provisional sum of N500,000.00 for railings to


4 BEDROOM DUPLEX 13

balconys and walls in accordance to Architect's details sum 500,000.00

FIXTURES AND FITTINGS CARRIED TO SUMMARY 4,795,000.00

ELEMENT Nr. 9

WALL FINISHES

M20: Plastered/Rendered/Roughcast coatings12mm thick cement and sand (1:3) floated smooth syntheticrendering to general surfaces complying to Architect'sdetails.

A Walls; externally 1,538 650.00 999,700.00

B Walls; internally 5,210 650.00 3,386,500.00

C Reveals, width not exceeding 300mm 1,458 m 210.00 306,180.00

12mm thick cement and sand (1:4) floated backing togeneral surfaces to receive further finishes

D Walls; externally 112 650.00 72,800.00

E Walls; internally 86 650.00 55,900.00

F Reveals, width not exceeding 300mm 48 m 200.00 9,600.00

G Plaster impression 111 m 450.00 49,950.00

M40: Stone/ConcreteQuarry/Ceramic tilling/MosaicHigh quality glazed ceramic wall tilling on cement and sandbacking

H Walls; internally 1,368 2,300.00 3,146,400.00

m2

m2

m2

m2

m2


4 BEDROOM DUPLEX 14

J Reveals, width not exceeding 300mm 296 m 690.00 204,240.00

Patterned crack tiles on cement and sand backing

K Walls; externally 28 2,850.00 79,800.00


M60: Painting/Clear finishingVinyl mat emulsion paint as manufactured by Portland orCAPL in 3 coats to floated surfaces, rate including POPfloating to Architect's details.

A Rendered surfaces, externally 1538 1,200.00 1,845,600.00

B Rendered surfaces, internally 5210 1,200.00 6,252,000.00

C Plaster impression 111 m 350.00 38,850.00

D Reveals, width not exceeding 300mm 316 m 400.00 126,400.00


m2

m2

m2


4 BEDROOM DUPLEX 15

Collection

Page 13 8,311,070.00

Page 14 8,262,850.00

WALL FINISHES CARRIED TO SUMMARY 16,573,920.00

ELEMENT Nr. 10

CEILING FINISHES

G20: Carpentary/Timber framing/First fixingSawn treated hardwood in ceiling members

A Noggins 50 x 50mm 1,256 m 240.00 301,440.00

K40: Suspended ceilingsPlaster of Paris ceiling finishes with centre rosette hungedto 50x50mm timber noggins (measured separately) includingcornics fixed in accordance to the manufacturer'sinstructions.

B Ceiling lining 3,060 3,600.00 11,016,000.00 m2


4 BEDROOM DUPLEX 16

CEILING FINISHES CARRIED TO SUMMARY 11,317,440.00

ELEMENT Nr.11

FLOOR FINISHES

M10: Sand cement/Concrete/Granolithic screeds/flooring

42mm thick cement and sand (1:4) floated bed to generalsurfaces to receive further finishes

A

horinzontal 2,040 830.00 1,693,200.00

M40: Stone/ConcreteQuarry/Ceramic tilling/Mosaic

Patterned Granite floor finish on cement and sand bed

B

horinzontal 690 6,500.00 4,485,000.00

C Skirtings; height 100mm including backing 768 m 650.00 499,200.00

Glazed vitrified ceramic floor tilling on cement and sand bed

D

Floors, level and to falls only not exceeding 150 from

m2

Floors; level and to falls only not exceeding 150 from

m2



4 BEDROOM DUPLEX 17

horinzontal 984 3,800.00 3,739,200.00

E Skirtings; height 100mm including backing 1,518 m 380.00 576,840.00

Unglazed ceramic tilling on cement and sand bed in toiletareas

F

horinzontal 61 3,200.00 195,200.00

G Skirtings; height 100mm including backing 111 m 320.00 35,520.00

FLOOR FINISHES CARRIED TO SUMMARY 11,224,160.00

ELEMENT Nr. 12

ELECTRICAL SERVICES

V20: LV DistributionEquipment; Metal clad Main Distrbution Board surface/ flushtype as manufacured by FEDERAL ELECTRIC or MEM orBILLS including all MCB, back outlet connections to flushadaptable boxes, earth bonding, labels and fixing inaccordance with manufacturer's instructions

MV PANEL

A 100A TPN MCCB main distribution panel (MV panel)comprising 2no 60A MCCB, 1no spare and circuit breaker 5 nr 250,000.00 1,250,000.00

B 100A change over switch 5 nr 35,000.00 175,000.00

C 100A main fuse switch 5 nr 27,000.00 135,000.00

Y61: HV/LV cable and wiringCables; PVC insulated cable as manufactured by NOCACOor approved equal drawn into conduits or ducts or laid downinto trunking or laid in trenches including cable loops,terminations, glands and all other accessories

m2


m2


4 BEDROOM DUPLEX 18

D 121 m 9,500.00 1,149,500.00

E 132 m 6,000.00 792,000.00

DISTRIBUTION BOARDS

TP&N MCB Distribution Board complete with 100A integralincoming isolator and comprising 6nr 10A stablock; 8nr 20Astablock; 12nr 30A stablock, 1nr 45A stablock and 3nrspares ways

F 100A 12-Way 5 nr 35,000.00 175,000.00

Equipment; Metal clad isolating pattern switches or ELCBas manufactured by FEDERAL ELECTRICAL, MEM orBILLS including all necessary fuse links with quick makeand quick breaks contacts and fixing in accordance withmanufacturer's instructions

G 100A TP&N ELCB 5 nr 20,000.00 100,000.00


Y60: Conduit and cable trunking

Conduit; straight PVC pipe with flange joints in chases/floorscreeds with and inlcuding conduit boxes, locknuts,brushes, couplers, bends, reducers, cutting and othernecessary accessories, rates including making goodsurfaces disturbed.

A 25mm Diameter 2,873 m 75.00 215,475.00

Y61: HV/LV cable and wiring

Cables; PVC insulated cable as manufactured by NOCACOor approved equal drawn into conduits or ducts or laid downinto trunking or laid in trenches including cable loops,terminations, glands and all other accessories

B 1,840 m 180.00 331,200.00

C 986 m 180.00 177,480.00

LUMINAIRES AND LAMPS

4 x 150mm2 PVC/SWA/PVC copper cable


4 x 6mm2 single core PVC copper cable



4 BEDROOM DUPLEX 19

V21: General lighting

Lamp and luminaires; lighting fittings as manufactured byABB or ASTRA or THORN or approved equal fixed to soffitincluding all necessary for complete installation

D 250w prismatic wall mounted halogen flood light fitting 72 nr 5,200.00 374,400.00

E 1 x 40w; 1200mm flourescent fittings 24 nr 3,800.00 91,200.00

F 60w wall bracket luminaires 360 nr 2,100.00 756,000.00

G 1 x 60w screw neck lighting fittings 72 nr 2,500.00 180,000.00

H 1 x 60w downlight luminaire fittings 72 nr 2,500.00 180,000.00

J 60w ceiling mounted bowl head lighting fitting 168 nr 2,800.00 470,400.00

K 40w, 40 bulbs ceiling hunged chandelier fittings 12 nr 120,000.00 1,440,000.00

L "NEWCLIME" ceiling fan complete with regulator 36 nr 6,000.00 216,000.00


Y74: Accessories for Electrical servicesAccessories as manufactured by MK or ABB or MEMincluding steel knock-out boxes fixed to form complete

A 5A 1 gang 1 way switch 216 nr 600.00 129,600.00

B 5A 1 gang 2 way switch 84 nr 600.00 50,400.00

C 5A 2 gang 2 way switch 132 nr 900.00 118,800.00

D 5A 3 gang 2 way switch 24 nr 900.00 21,600.00

E Bedside switch 20 nr 500.00 10,000.00

F Dimmer switch 12 nr 800.00 9,600.00

G 240v fire alarm bell 5 nr 7,500.00 37,500.00

H Break glass 5 nr 5,000.00 25,000.00

V22: General LV PowerAncillaries; low voltage power socket outlets switches and


4 BEDROOM DUPLEX 20

contactors as manufactured by MK or ABB or MEM orapproved equal complete with accessories

J 13A single switched socket outlets 192 nr 600.00 115,200.00

K 13A Twin switched socket outlets 192 nr 850.00 163,200.00

L 15A Single switched socket outlets Air conditioning 48 nr 1,500.00 72,000.00

M 20A water heater switch 25 nr 1,500.00 37,500.00

N 45A cooker control unit with light/ 13A socket outlets 5 nr 9,500.00 47,500.00

P Telephone outlet 30 nr 750.00 22,500.00

Q Television outlet 30 nr 750.00 22,500.00

R Satellite outlet 30 nr 750.00 22,500.00

Carried to collection 905,400.00

Y60: Conduit and cable trunkingConduit; straight PVC pipe with flange joints in chases/floorscreeds with and inlcuding conduit boxes, locknuts,brushes, couplers, bends, reducers, cutting and othernecessary accessories, rates including making goodsurfaces disturbed.

A 20mm Diameter 20,190 m 70.00 1,413,300.00


B 2,088 m 200.00 417,600.00

C 12,528 m 240.00 3,006,720.00

D 2,022 m 270.00 545,940.00

3 x 1.5mm2 single core PVC copper cable - Lighting

3 x 2.5mm2 single core PVC copper cable - Sockets

3 x 4mm2 PVC cable copper - Air conditioning


4 BEDROOM DUPLEX 21

E 522 m 375.00 195,750.00

F 468 m 120.00 56,160.00

G 468 m 90.00 42,120.00

H 468 m 85.00 39,780.00

Installation generally; supply, install, connect up andcommission the complete earthing of the whole installationas at the main disribution panel, switch boards, distributionboards, generator room, transformer substation, etc.

J Earthing and bonding; 25 x 3 copper tape and 600 x600mm mat forming a basket and bonded to foundationreinforcement complete with salt and charcoal applied asspecified 5 nr 65,000.00 325,000.00

W52: Lightning protection

K lightning protector/arrestor complete applied as specified 5 nr 45,000.00 225,000.00


Collection

Page 17 3,776,500.00

Page 18 4,432,155.00

Page 19 905,400.00

Page 20 6,267,370.00

3 x 6mm2 single core PVC copper cable - Cooker sockets

1.0mm2 single core PVC copper cable TV outlets

1.0mm2 single core PVC copper cable Telephone outlets

1.0mm2 single core PVC copper cable Satellite outlets


4 BEDROOM DUPLEX 22

ELECTRICAL SERVICES CARRIED TO SUMMARY 15,381,425.00

ELEMENT Nr. 13

PLUMBING AND MECHANICAL SERVICES

All materials supplied and installed shall be done inaccordance with technical specification for mechanicalinstallation as contained in the contract document.

P30: Trenches/Pipeways/Pits for buried Engineering services

A Excavating trenches for services 500mm nominal size;500mm average depth from 150mm below existingground level; backfilling with selected excavated materials;disposal of surplus excavated materials 1,284 m 150.00 192,600.00

Y10: Pipelines

Straight galvanised iron pipe to BS 425 in


4 BEDROOM DUPLEX 23

chases/trenches/floor screeds

B 25mm Diameter - Cold water supply 534 m 400.00 213,600.00

C 19mm Diameter - cold water supply 1,332 m 320.00 426,240.00

D 13mm Diameter - Hot and Cold water supply 1,254 m 320.00 401,280.00

E Non return valve 24 nr 3,000.00 72,000.00

F Gate Valve 30 nr 3,000.00 90,000.00

G Water meter 6 nr 12,500.00 75,000.00

Extra over galvanized iron pipes; fittings, not exceeding65mm diameter

25mm Diameter fittings

H Elbows 300 nr 230.00 69,000.00

J Equal tees 168 nr 280.00 47,040.00

K Reducing tees 66 nr 280.00 18,480.00

L Union connector 114 nr 250.00 28,500.00

M Nipple 120 nr 120.00 14,400.00



A Elbows 86 nr 200.00 17,200.00

B Equal tees 48 nr 250.00 12,000.00

C Reducing tees 14 nr 250.00 3,500.00

D Union connector 78 nr 230.00 17,940.00

E Nipple 51 nr 120.00 6,120.00


F Elbows 89 nr 200.00 17,800.00

G Equal tees 82 nr 250.00 20,500.00


4 BEDROOM DUPLEX 24

H Reducing tees 41 nr 250.00 10,250.00

J Union connector 27 nr 230.00 6,210.00

K Nipple 55 nr 120.00 6,600.00

Y25: General pipeline equipmentEquipment; supply, install and connect up pipelineequipment as manufactured by Eago or other approvedequal with all necessary accessories for completeinstallation

L Double trap coloured syphonic water closet with horizontaloutlet with close couple 9 litres cistern and plastic covercomplete with fittings 25 nr 25,500.00 637,500.00

M wash hand basin 620 x 500mm with 3 taphole ovalpedestal, starlite 12mm mixer with pop up wasteaccessories complete with wash-top to Architect's details 25 nr 14,500.00 362,500.00

N Purposed made quality Jacuzzi set complete with allnecessary accessories 5 nr 350,000.00 1,750,000.00

P Pressed steel bath tub size; 1700 x 700mm with telephoneshower 5 nr 27,000.00 135,000.00

R Double drainer double bowl kitchen sink 5 nr 19,000.00 95,000.00

S 750mm x 750mm shower tray complete with all neccesaryAccessories 20 nr 8,500.00 170,000.00


Y25: General pipeline equipment

A Vitreous china toilet roll holder fixed to wall 30 nr 3,000.00 90,000.00

B Stainless steel towel holder fixed to wall 30 nr 3,000.00 90,000.00

C Mirror; 4mm silvered float glass size 600 x 450mm high 30 nr 7,000.00 210,000.00

D 50 litres ARISTON electric water heater 30 nr 27,000.00 810,000.00

E Soap dish 30 nr 2,000.00 60,000.00

F Soap Dispenser 30 nr 6,500.00 195,000.00

G Hand dryer 30 nr 13,000.00 390,000.00


4 BEDROOM DUPLEX 25

Straight UPVC pipes in chases/trenches/floor screeds

H 100mm Diameter 465 m 520.00 241,800.00

J 75mm Diameter 360 m 450.00 162,000.00

K 50mm Diameter 210 m 450.00 94,500.00

Extra over PVC pipes; fittings, exceeding 65mm diameter

100mm Diameter

L UPVC elbow 44 nr 350.00 15,400.00

M PVC tee 36 nr 400.00 14,400.00

N WC connection sleeve 12 nr 1,450.00 17,400.00

P Y radius bend 15 nr 625.00 9,375.00

Q Pam connector 35 nr 560.00 19,600.00

R Cleaning eye 44 nr 450.00 19,800.00

75mm Diameter

S UPVC elbow 80 nr 320.00 25,600.00

T PVC tee 65 nr 370.00 24,050.00

U Pam connector 55 nr 500.00 27,500.00

V Cleaning eye 41 nr 400.00 16,400.00


50mm Diameter

A UPVC elbow 53 nr 280.00 14,840.00

B PVC tee 34 nr 320.00 10,880.00

C Cleaning eye 35 nr 400.00 14,000.00

Y11: Pipework ancillaries

D Traps; 50mm diameter UPVC floor drains grouted to floor bed 14 nr 1,250.00 17,500.00

Manholes/ Inspection Chamber


4 BEDROOM DUPLEX 26

E Manhole size 500 x 500 x 600mm deep internallyconstructed of 150mm thick concrete(1:3:6) base, 150mmthick sandcrete blockwork filled solid with lean concrete,75mm thick concrete(1:3:6) benching and forming 150mmdiameter half round channel, covered with cast iron, internalfaces rendered in water proof cement sand mortar(1:3)including excavation, backfilling and disposal of surplusexcavated materials 36 nr 25,000.00 900,000.00

U60: Air conditioning Units

Fancillaries in connection to Air Conditioning to be expendedin accordance to Engineer's instructions sum 800,000.00

Fire Fighting System Equipment; supply, install, connect up and commission firefighting system as manufactured by ANGUS or otherapproved equal complete with piping/trunking as specifiedincluding all necessary accessories

G Fire extinguisher; ABC 9Kg capacity general purpose drypowder type 6 nr 16,500.00 99,000.00

H 240v fire alarm bell 6 nr 7,500.00 45,000.00

J Break glass 6 nr 5,500.00 33,000.00

K fire alarm outdoor siren 6 nr 10,550.00 63,300.00


Collection

Page 22 1,648,140.00

Page 23 3,268,120.00

Page 24 2,532,825.00

Allow a provisional sum of N800,000.00 for pipe work and


4 BEDROOM DUPLEX 27

Page 25 1,997,520.00

PLUMBING AND MECHANICAL SERVICES CARRIED TO SUMMARY 9,446,605.00

SUMMARY

1 SUBSTRUCTURE 13,243,320.00

2 FRAMES 9,334,100.00

3 STAIRCASES 7,380,530.00

4 UPPER FLOORS 11,535,450.00

5 ROOF 14,268,400.00

6 INTERNAL AND EXTERNAL WALLS 16,249,600.00


4 BEDROOM DUPLEX 28

7 DOORS AND WINDOWS 11,026,995.00

8 FITTINGS AND FIXTURES 4,795,000.00

9 WALL FINISHES 16,573,920.00

10 CEILING FINISHES 11,317,440.00

11 FLOOR FINISHES 11,224,160.00

12 ELECTRICAL SERVICES 15,381,425.00

13 PLUMBING AND MECHANICAL SERVICES 9,446,605.00

FOUR BEDROOM SEMI-DETACHED DUPLEX (5Nos)

Total carried to General Summary 151,776,945.00

PROPOSED DEVELOPMENT OF NYANYA COMMUNITY

29 GENERAL SUMMARY

GENERAL SUMMARY

PRELIMINARIES 114,877,755.25

POLICE/FIRE SERVICE POST 1 NR 7,490,575.00 7,490,575.00

SHOPPING CENTER 1 NR 1,190,064,530.00 1,190,064,530.00

SPORT CENTER (All- Provisional) SUM 450,000,000.00 Subject to Measurement

SUM 650,000,000.00 (All- Provisional) Subject to Measurement

2,412,432,860.25

CONTINGENCIES 50,000,000.00

2,462,432,860.25

ADDVAT 5% 123,121,643.01

TOTAL COST OF CONSTRUCTION 2,585,554,503.26

EXTERNAL WORKS Parking and Fencing and external Drainage system


PRELIMINARIES 30

NO DESCRIPTION

BILL NO. 1

GENERAL CONDITIONS AND PRELIMINARIES

CONDITIONS OF CONTRACT

Allow for complying with the requirements of the following clauses:-

CLAUSE Nr.

1. Contractor's Obligations

2. Consultants' Instructions.

3. Contract Documents.

5. Levels and Setting out of the Works.

6. Materials, goods and workmanship to conform to description, testing and inspection.

7. Royalties and patent rights.

8. Foreman-in-charge.

9. Access for Architect/Supervising Officer to the works.

10. Clerk of works

11. Variations, Provisional and Prime Costs Sums.

12. Contract Bills.

13. Contract Sum.

14. Unfixed goods and materials

15. Practical completion and defects liability.

To Collection N

The Contractor is deemed to have carefully examined the Conditions of Contract of the Tender Documents and included against all the obligations and liabilities. The Conditions of Contract are the Standard Form of Building Contract in Nigeria for use with Quantities/ Federal Ministry of Works & Housing "LUMP SUM CONTRACT"; severally amended to suit local conditions and the peculiarities of the Works.

4. Statutory Obligations, Notices, Fees and Charges. The Contractor should allow here or in his rates for any fees and charges legally demandable under this clause.


PRELIMINARIES 31

NO DESCRIPTIONConditions of Contract (contd.)

Clause No.

16. Sectional completion.

17. Assignment or Sub-letting.

18. Injury to persons send property and Employer's indemnity.

19. Insurance against injury to persons and property

Provide a provisional sum of N………………… for Insurances under 19(2) (a) whereby the Employer and the Contractor are Jointly indemnified up to the sum of N…………………………………………

20. Insurance of the Works against Fire etc.

21. Possession, completion and postpoment.

22. Damages for non-completion

23. Extension of time.

24. Loss and expenses caused by disturbances of regular progress of the Works

25. Determination by the Employer.

26. Determination by the Contractor.

27. Nominated Sub-contractor.

28. Nominated Suppliers

29. Artists and Tradesmen.

30. Certificates and Payments.

31. Fluctuations.

32. Outbreaks of Hostilities.

33. War Damage.

34. Antiquities.

35. Arbitration.To Collection N


PRELIMINARIES 32

NO DESCRIPTIONPreliminaries.

Names of Parties

The Employer is

INVESTRITE AND ABUJA MUNICIPAL AREA COUNCIL

The Architectr is:

SHUAFEM CONSTRUCTION ASSOCIATES LIMITED

The Structural Engineer is:

PRODEM LIMITED

The Quantity Surveyor is:

JESIM LIMITED

The Electrical & Mechanical Engineers are:

PRODEM LIMITED

To Collection N


PRELIMINARIES 33


Site Location

A

Site Visit and Scope of Works.

B The contractor is advised to visit and inspect the site and make himself thoroughly and completely informed as to thecondition of the site in its present state, the nature of theground and full extent and character of the Works to be executed, means of access and storage space, the conditionsaffecting the supply of labour and the availability and supply ofwater. No claim for extra payment above the Contract Sum will be paid to the Contractor for want of knowledge of any conditions affecting the execution of the Works.

C A brief outline of the scope of the works appears immediatelyinside the front cover of this document and the Contractor isto allow here any sum in respect of the scope of nature of theWorks.

Bills of Quantities.

D The pricing, Moneying out and totalling in these Bills ofQuantities is to be in INK throughout and is to be in NigerianCurrency. The bills of quantities shall not be used for orderingmaterials. Any discripances found between the quantities ordescriptions in the Bills and those to be ordered are reported tothe Quantity Surveyor immediately.

E The Contractor will be deemed to have included in his tenderfor the obligations and requirements of all items in theseContract Documents whether or not he has placed a rate orprice against the items.

Drawings.

F All drawings, tracings, photo prints, etc., are the sole propertyof the Architect/S.O and must be returned to him upon completion of the works.

G The Contractor shall check the whole of the dimensions on siteand if any discripancy is found between the drawings and conditions on site, he shall notify the Architect/S.Oimmediately and request instructions.

To Collection N

This work is to be carried out at a site located at …………………………… The Contractor is deemed to have inspected the site and taken notice of the site conditions as no claim arising from lack of knowledge of same will be entertainedd by the employer.


PRELIMINARIES 34


Drawings (Contd.)

A The Contractor shall provide and do everything necessary forthe proper execution of the works according to the true intentand meaning of the drawings, whether the same may or maynot be particularly shown on the drawings, provided that sameis reasonably to be inferred therefrom. Figured dimensions are to be followed in preference to scaled dimensions.

B Allow for mounting one complete set of drawings on plywoodor other suitable rigid panels and keeping them on sitethroughout the Contract period.

C The Contractor shall give adequate advance notice to the Architect/S.O of requirements with regards to instructions, etc.and in the absence of advance written notification to the contrary it will be assumed that the progress of the Works isnot affected by the want of such notification.

Insurance Declaration

D On signing the contract, the Contractor shall obtain from hisinsurers and lodge with the Architect/S.O. a declaration thatthe insurance provided is strictly in accordance with clauses ofthe conditions of contract.

Setting Out

E The Contractor shall accurately set out the works and includefor providing all pegs, templates, instruments and labour necessary for so doing and as required by the Architect/S.Ofor checking this Works.

F Excavation shall not be commenced until the permission of theArchitect/S.O. is obtained.

G Allow for providing when required on the site a "Dumpy" orPrecise type level, complete with tripod and staff and allow for the free use of the leveling equipment by the Architect/S.O,Engineer or Quantity Surveyor.

Site Accommodation

H Allow for providing a suitable weather proof office on the sitefor the use of the Foreman-in-charge and other site staff andinclude for providing necessary furniture and lighting and clearaway on completion.

J Allow for providing a suitable weather proof office on the sitefor the use of the Clerk of Works and consultants and largeenough for the holding of site meetings and include for providing necessary furniture and lighting and clear away on completion.

J Allow for providing a temporary hut for the Watchman completewith lighting and necessary furniture and clear away oncompletion.

To Collection N


PRELIMINARIES 35

NO DESCRIPTION

Preliminaries.

Site Accommodation (contd.)

A Allow for providing and maintaining all necessary temporaryBuildings for storage and protection of goods and materials onsite and other work that may be brought or executed on the siteincluding the tools and materials of sub-contractors and removeon completion. Sheds for the storage of cement are to have floors raised from ground.

Electricity

B Allow for providing all temporary lighting and power for the worksincluding that for use by special tradesmen and sub-contractors;paying all fees and charges and providing all necessary temporary mains and clearing away and making good oncompletion.

Water

C Allow for providing all water required for the works including thatfor sub-contractors. The water is to be clean, fresh water.

D Allow for executing all temporary plumbing and paying all feesand charges incurred in the connection and supply of the waterfor building purposes and the removal of all temporary plumbingon completion.

Temporary Works

E The Contractor shall ensure that all temporary electrical, waterand other installations are executed in accordance with the requirements of the Authorities concerned.

Temporary Fencing and Access Roads.

F Allow for all necessary temporary access roads, crossroads,crossovers, gangways, gates, entrances and the like required,maintain and clear away and make good on completion.

G Allow for adequate temporary security fencing to the perimeterof site, maintain and clear away and make good on completion.

Welfare and Safety.

H Allow for providing adequate latrine accommodation and keeping same in a clean and sanitary condition to the satisfaction of the Health Authorities and clearing away latrinesand soil whenever necessary and making good all worksdisturbed.

To Collection N


PRELIMINARIES 36


Welfare and Safety (Contd.)

A Allow for providing sheds and workshops for the use of theworkmen on the site and maintaining and subsequently dismantling and carting away on completion and allow for providing and maintaining welfare and safety measures and amenities of a suitable standard approved by the Architect/S.O.or required by the authorities.

B The Contractor is to provide on site a First Aid Box or Cupboardprominently marked with the words "First Aid" for the purposeof treating any of his employees injured on site. The contents ofthis box or cupboard are to comply in all respects with the Factories Ordinance. The Contractor is to ensure that there is always adequate stocks in the First Aid Box or Cupboard whichis to be produced and opened for the inspection of the Architect/S.O. on request.

Watching and Lighting

C Allow for providing all necessary guards, day and night watchmen and lighting for the protection of the works and the safety of the public.

Hoardings and Barreirs

D Allow for providing all fans, gantries, hoardings guard rails, barriers, or any other form of special protection to all sides ofthe buildings and site as necessary to protect adjoining property,persons, vehicles and the like from injury.

Ordering of Materials

E Upon receipt of the order to commence the works, the contract-tor shall immediately place orders for all the required materialsand will be held responsible for any delays occurring due to thelate placing of such orders.

F The contractor shall, if so requested by the Architect/S.O. makeavailable to him all documents in connection with the orderingof materials for the works, showing agreed delivery dates,sources of supply and the like.

G If upon receiving quotations for any materials required for the works it appears that delivery by the dates quoted will delay theworks, the contractor shall inform the Architect/S.O. of this factbefore placing the orders.

To Collection N


PRELIMINARIES 37

NO DESCRIPTION

Preliminaries.

Time and Progress

A The works shall be proceeded with in such sections andsequences as will affect completion of all works within the timefor completion or as directed by the Architect/S.O.

B Immediately upon signing the Contract, or before signing theContract, if requested, the Contractor shall in collaboration with Sub-Contractors submit to the Architect/S.O. for acceptanceprogrammed and progress charts to cover all activities on thesite and shall record progress thereon throughout the executionof the works.

C The Contractor shall arrange for representatives to attend sitemeetings as and when reasonably required by the Architect/S.O. and shall provide seating and other necessary facilitiesfor such meetings.

D The Contractor's attention is drawn to his responsibility for theco - ordination and programming of sub-contractor's work. TheContractor is expected to arrange suitable programmes with hissub-contractors and to check regularly that such programmes are adhered to. Where delays arise in connection with sub - contract works, the Contractor will be expected to have been awareof such at an early stage and to have taken appropriate actiondefined in the sub - contract document by the giving of such notices as may be required in preparation for determination of same. Determination shall not be affected without the priorconsent of the Architect/S.O. but requests for extensions of theContract period on the grounds of delay by sub - contractor willnot be considered unless the contractor can establishrequirements.

Materials found on the site

E Any sand, laterite, gravel, or other building materials discoveredon the site shall be property of the Employer and shall not beused in the construction of the Works without the prior writtenconsent of the Architect/S.O. The market price of the materials so used shall be allowed to the Employer by the Contractorand the Contract Sum adjusted accordingly. Precious articlesor antiquities found on the site shall be the property of theEmployer and shall be handed over to the Architect/S.O

To Collection N


PRELIMINARIES 38

NO DESCRIPTION

Scaffolding and Plant

A Allow for providing all scaffolding, hoists, tackle and other plant,profiles, templates, centerings and equipment generally requiredfor the proper, safe and efficient execution of the works andproviding all labour and things required by the Architect/S.O. fortesting and measuring the Works and for weighting, measuringor testing the efficiency of any portion of the works.

B The Contractor is particularly to note that scaffolding, staging and the like is to be provided both for the execution of his own work and that of sub - contractors employed under this Contract,including that required solely for the execution of work by sub - contractors.

C Allow for providing all gangways, walkways, planking, deckings,temporary platforms, etc. necessary to construct and affordaccess to or between all parts of the works.

Records

D Allow for keeping such books, accounts and other documentsand records as are necessary to show the increases in costsincurred or the reductions obtained under Clause 31 of the Conditions of Contract and furnishing such books, accountsdocuments and records to the Quantity Surveyor or otherperson authorised to receive them at monthly intervals or asrequested throughout the duration of the Contract.

E In the event of adjustments arising under Clause 31 of theConditions of Contract, the Contractor shall submit monthlyfully priced out and totalled, statements showing the totaladjustments claimed, together with separate sheets relatingindividually to the various sub-contractors.

Protection of the works

F Allow for covering up and protecting from injury from weather orfrom any cause, all new work, also for supplying all temporarydoors, protection to windows and any other requisite protectionfor the whole of the works executed whether by the Contractoror special tradesmen or sub-contractors and any damage caused must be made good by the Contractor at his ownexpense.

G During inclement weather the Contractor shall suspend suchparts of the Works for such time as the Architect/S.O. maydecide and shall protect from injury all works then in the courseof erection.

To Collection N


PRELIMINARIES 39


Tests and Samples

A Allow for carrying out tests of any materials, either before orafter use in the works and for providing samples of all materialsand specimens of colours for approval as required by theArchitect/S.O. or Engineer before or application in the Works.

Covering Up

B No work shall be covered up until it has been examined andapproved by the Architect/S.O.

C In the case of work executed against provisional quantities inthe Bills of Quantities (and therefore subject to measurement) the Contractor shall notify the Quantity Surveyor before proceeding to cover up the Works.

Opening Up.

D The Contractor shall, at the request of the Architect/S.O. openup for inspection any work covered; and should the Contractor refuse or fail to comply with such request, the Architect/S.O.may employ other workmen to open up same. If the said workhas been covered in contravention of the Architect/S.O.'s Instructions and if on being opened up it be found not in accordance with the drawings or instructions of the Architect/S.O. , the expenses of opening up and covering up again,whether done by the Contractor or other workmen, shall beborne by, or recoverable from the Contractor or may be deductedas aforesaid. If the work has not been covered up in contravention of such instructions and be found in accordancewith the said drawings, etc. , then the expenses aforesaid shallbe borne by the Employer and be added to the Contract Sum.

Existing Installations

E Allow for protecting and maintaining all pipes, ducts and cablesmet in excavations, for keeping all ditches, gullies and channelsclear and unobstructed and for making good any damagedcaused to public or private roads, paths, kerbs and drains andpaying all costs and charges incurred.

Temporary Storm Water Drainage.

F Allow for ensuring that the whole of the site is kept free from therisk of stormwater flooding and providing such temporary ditches,gullies and the like as may be necessary and for subsequentlybackfilling such excavations and making good. Any damagearising from non-compliance with this clause is to be made good at the Contractor's own expense.

To Collection N


PRELIMINARIES 40

NO DESCRIPTION

Preliminaries.

Prevention of Nuisance

A Allow for taking all necessary precautions with regard to theorder and method of execution of the work to avoid causingdisturbance or nuisance to the users and occupiers of existingbuildings and premises adjacent to the Works and for complyingwith any directions of the Architect/S.O. in this respect.

Access for Workmen

B The Contractor shall at all times give access to workmen employed by the Employer or by local or other authorities orany other parties and use of proper, sufficient, and if required,special scaffolding, hoists and ladders and provide them withwater and lighting, etc.

Delays

C The Contractor will be deemed to have made allowance for alldelays caused by difficulty in obtaining labour and materialsor suspension of part or the whole of the Works due to adverseweather conditions.

Overtime and Completion

D The whole of the Works are to be completed by the time statedin the Contract and no extra will be allowed in respect of overtime paid to achieve this.

E In the event of the Works falling behind programme for reasonsother than those which would entitle the Contractor to an extension of time under the Conditions of Contract, then theContractor shall, if so instructed by the Architect/S.O. arrange, at no extra cost, double-shift working on the site until such timeas progress on the site is in accordance with the programme.

F If overtime is specifically ordered in writing by the Architect/S.O.in respect of extra works, the net extra costs, over and abovenormal daily rates, will be paid to the Contractor.

Dismissal by Request

G The Contractor shall, on written request of the Architect/S.O. orhis representative on the site, immediately dismiss from the Works any person employed by him thereon who may, in the opinion of the Architect/S.O be incompetent or misconduct himself and such person shall not again be employed on the Works without the written permission of the Architect/S.O.

To Collection N


PRELIMINARIES 41

NO DESCRIPTION

Preliminaries.

Imported Materials

A Where materials are to be supplied from outside Nigeria, thecost of such materials C.I.F., Apapa Docks together withlanding charges, duty and other Government taxes will be setagainst the P.C or Provisional Sum included in the Bills ofQuantities. The Contractor will be required to collect and clear the materials from Apapa Docks, handle, load and transportthem to the site and will be responsible for any loss or damageto the materials after they are landed; an item for this is included in the Bills of Quantities after the relevant P.C Sums.

Prime Cost Sums

B The following items in connection with prime cost sums are inaddition to the Contractor's obligations described elsewhere(for example, provision of scaffolding, etc.)

C Receipted vouchers for all articles for which prime cost amountsare included in the Bills of Quantities must be produced at thefinal settlement of accounts and the final certificate will not beissued until such receipts have been produced.

D The Contractor shall allow for checking Nominated Suppliers'invoices and quotations, etc., before placing orders in respectof P.C Items and shall be solely responsible for ensuring that allmaterials so ordered are sufficient and correct in quantity and contain due allowance for waste, etc.

E The Contractor shall allow for checking all materials suppliedby the Nominated Suppliers at the time of receipt on site,unpacking, re-packing and taking all necessary action in respectof insurance claims and the re-ordering of broken or damaged articles.

F Where the Contractor is required to 'Fix Only' materials suppliedby Nominated Suppliers or others, the rates inserted in the Billsof Quantities are to allow for taking delivery, stacking, storingand protecting until required, assembling as necessary andgetting into position before fixing.

To Collection N


PRELIMINARIES 42

NO DESCRIPTION

Preliminaries.

Prime Cost Sums (cont'd)

A Where the term 'attendance' or 'attend upon' is used in the Billsof Quantities in connection with Nominated Sub-Contractor'swork, or work executed by others, the Contractor shall allow forthe use of standing scaffolding, canteens, sanitary accommod-ation, office accommodation, space for storage of plant andmaterials and for providing light and water and clearing awayrubbish and for taking delivery of all materials when received onthe site, unloading, handling, stacking or storing until requiredand hoisting into position. The Contractor shall allow for affordingmaximum co-operation in arranging that builder's work is carriedout, as far as possible to suit the convenience of the Sub-contractors.The Contractor shall obtain from the sub-contractors their require-ements for recesses, chases, holes and the like so that thesemay be formed correctly as the work proceeds. No extra chargewill be allowed for cutting chases, holes, etc., out of proper sequence.

Provisional Sums

B Work executed against provisional sums shall be measured andvalued in accordance with clause 11 of the Conditions of Contract with the exception that the cost of materials fallingwithin the scope of P.C items elsewhere in the Bills of Quantitieswill be offset against those P.C items.

Omission of P.C or Provisional Sums

C The Employer reserves the right to omit any P.C or ProvisionalSum from the Contract and no claim for loss of profit arising from such omissions will be entertained.

Direct Payment by Employer for Items covered by P.C orProvisional Sums.

D The Employer reserves the right to supply and pay direct for anyitems covered in this Contract by P.C or Provisional Sums.

E No adjustment will be made to the Contractor's profit and attendance on P.C Sums (whether expressed as a lump sum oras a percentage) should this right be exercised.

To Collection N


PRELIMINARIES 43

NO DESCRIPTION

Preliminaries.

Advertisements

A The Contractor shall not display, or permit the display of anyadvertisement within the boundaries of the site or upon any temporary fencing, hoardings, plant, etc., save upon the writteninstructions of the Architect/S.O.

Site Board

B Provide and erect a site board showing the title of the Contract,names and addresses of the Consultants, Nominated Suppliersand Sub-Contractors and such other information as may berequired by the Architect/S.O who shall approve the design layout and colours of the board. Lettering shall be 'cut-out' plywood or plastic of an approved thickness, and shall be 100mm high for the main title, and 50mm or 38mm high elsewhere. The whole board shall be maintained in goodcondition, repainted as necessary, and removed when no longerrequired.

Clearing of Rubbish

C Allow for clearing away all shavings, cuttings and other rubbishas it accumulates from time to time during the progress of theWorks and on completion, including that of sub-contractors andspecial tradesmen and the disposal of all materials condemnedby the Architect/S.O.

Clearing on Completion

D Allow for cleaning down the whole of the premises includingcleaning glass both sides and cleaning off all floors, pavings,metalwork, finishings and fittings throughout, touching upgenerally and removing all stains, dirt and surplus materials andrubbish and leaving the Works and site in a clean and tidy condition and ready for immediate use, with all damage to property, roads, paths and drains, etc., made good to thesatisfaction of the Architect/S.O.

Defects after Completion

E Allow for inspecting the Works at the end of the Defects LiabilityPeriod and making good all defects in accordance with clause15 of the Conditions of Contract. Allow also for inspecting andmaking good such defects as may be of an urgent nature duringthe Defects Liability Period.

To Collection N


PRELIMINARIES 44


Exterminate and Prevent Pests

A Allow for effectively destroying all vermin, insects and pests tothe whole area of the site and taking all preventive measures tomaintain the site in a clean and sanitary condition to thesatisfaction of the Architect/S.O. (See also item in "work belowground floor slab" of each building for special treatment of ground under buildings)

Advance Payment/Performance Bond

B Allow for providing an Advance Payment/Performance Bond obtainable from an approved Bank or Insurance Company.

Project Vehicle

C Allow for provion of an approved 2Nrs Hilux car as consultants' project Vehicle including fueling and maitaining, driver salaries etc. throughout theduration of the project, and shall be handed over to client oncompletion of the project. 21,000,000.00

To Collection Below

COLLECTION

Page Prel/1

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Preliminaries Carried to Grand Summary 114,877,755.25


POLICE/FIRE SERVICE POST45

POLICE POST/FIRE OFFICE

SUBSTRUCTURE (ALL PROVISIONAL)

Excavations and Earthwork

A119 50.00 5,950.00

B Excavate trench for foundation starting

from stripped level not exceeding 1.50m deep. 50 575.00 28,750.00

C Ditto pit to receive column bases 22 575.00 12,650.00

Filling

D Remove surplus excavated material and cart away from site 11 220.00 2,420.00

E Return fill and ram excavated material around pits and

Foundation. 28 180.00 5,040.00

F Approved imported laterite hardcore filling well rammed

and consilidated in layers in 150mm layers. 101 1,350.00 136,350.00

Surface Treatment

G Level and compact bottom of excavation to receive

concrete. 56 40.00 2,240.00

H Prepare and apply "Dieldrex" 20 anti-terminate

treatment to sides and bottom of excavation. 151 55.00 8,305.00

To Collections 201,705.00

Excavate topsoil to remove vegetable top soil maximum depth not exceeding 150mm and cart away to a distance of 2.00m from site m2

m3

m3

m3

m3

m2

m2

m2



substructure cont'd

concrete Work

Insitu Concrete mix 1:10 aggregate in

A 50mm thick blinding 73 2,100.00 35,700.00

plain insitu concrete Grade 20 developing crushingstrenght of 21N/mm2 in 28 days in:

B Foundation trenches 17 42,000.00 42,000.00

Reinforced in-situ concrete (grade 25) developingstrenght of 21N/mm2 at 28 days in:

C Column Base 1

D Column 1 42,000.00 210,000.00

E Ground Beam 1

F 150mm bed 2

5Reinforcement

Round hot rolled tensile deformed bar reinforcement to BS4449 and 4461 including all necessary cuttings, bends,hooks, tying, wires etc.

Column Bases

G 12mm diameter bar 86 Kg 300.00 25,800.00

Column

H 16mm diameter bar 110 Kg 300.00 33,000.00

J 10mm diameter bar 76 Kg 300.00 22,800.00

Ground Beam

K 16mm diameter bar 120 Kg 300.00 36,000.00

L 10mm diameter bar 98 Kg 300.00 29,400.00

Slab

M Floor Slab 119 1,150.00 136,850.00


m2

m3

m3

m3

m3

m3

Single layer BRC mesh reinforcement to BS 4483 reference A193 weighing 3,02Kg/m2 laid in bed with 150mm side and end laps (measured nett) in:

m2



Substructure cont'd

Formwork

Sawn formwork to

A. Sides of Columns base 2 1,650.00 8,250.00

B Sides of column 3

5

C Sides floor bed 150mm high 15 m 400.00 6,000.00

Blockwork

sandcrete hollow blocks with cavities filled solid with plainin situ concrete (1:4:8) - 100mm aggregate

D 230mm walls 10 4,800.00 48,000.00


COLLECTIONS

PAGE 1 201,705.00

PAGE 2 571,550.00

PAGE 3 62,250.00

SUBSTRUCTURE CARRIED TO SUMMARY 835,505.00

m2

m2

m2



CONCRETE WORK

Reinforced in-situ concrete (grade 25) developingstrenght of 2/mm2 at 28 days in:

A Column 1 42,000.00 42,000.00

B Roof Beam 1 42,000.00 42,000.00

Reinforcement

Round hot rolled tensile deformed bar reinforcement toBS 4449 and 4461 including all necessary cuttings, bendshooks, tying wires etc. in

Column

C 16mm Diameter 180 Kg 300.00 54,000.00

D 10mm Diameter 90 Kg 300.00 27,000.00

Roof Beam

E 16mm Diameter 165 Kg 300.00 49,500.00

F 10mm Diameter 87 Kg 300.00 26,100.00

Sawn Formwork

G Sides of Column 3 1,650.00 4,950.00

H Sides and Soffit of roof beam 19 m 360.00 6,840.00

252,390.00 CONCRETE WORK CARRIED TO SUMMARY

m3

m3

m2



BLOCKWORK

Sandcrete hollow block in blocks sizes 450 x 230mmhigh built in cement mortar (1:4)

A 230mm thick wall 380 3,800.00 1,444,000.00

BLOCKWORK CARRIED TO SUMMARY 1,444,000.00

m2



ROOFING

Aluminium roofing sheets

A Roofing 212 4,850.00 1,028,200.00

B Ridge capping 700mm girth 12 m 2,450.00 29,400.00

C Gutter valley 700mm girth 34 m 2,450.00 83,300.00

D 22 m 1,650.00 36,300.00

ROOFING CARRIED TO SUMMARY 1,177,200.00

0.55mm gauge longspan aluminium roofing sheets fixed to timber purlin with hooks and bolts in accordance with the manufactures instruction

m2

450mm flashing twice bent one end dressed over and other end turned in groove in blockwork



CARPENTARY AND JOINERY

Treated Sawn Hardwood

A 150 x 50mm Rafters at 1200mm centres 211 m 380.00 80,180.00

B 150 x 50mm Tie beams at 1200mm centres 186 m 380.00 70,680.00

C 150 x 50mm King post at 1200mm centres 24 m 380.00 9,120.00

D 100 x 50mm struts 18 m 320.00 5,760.00

E 50 x 75mm purlins at 900mm centres 21 m 260.00 5,460.00

F 50 x 50mm Noggins at 600mm centres 176 m 240.00 42,240.00

CARPENTARY & JOINERY CARRIED TO SUMMARY 213,440.00



DOORS AND WINDOWS

HARDWOOD TIMBER

A Doors 900 x 2100mm high 4 No 30,000.00 120,000.00

B Door 750 x 2100mm high 2 No 30,000.00 60,000.00

Supply and fix approved ironmongery to doors

C 75 toilet privacy bolts 6 No 4,500.00 27,000.00

D Cylinder lockset or other equal and approved type with lever handle furniture6 No 6,500.00 39,000.00

E Plastic door stopper screwed to floor 6 No 600.00 3,600.00

WINDOWSALUMINIUM SLIDING WINDOWS

F6 No 20,000.00 120,000.00

G Ditto 600 x 600mm ditto 2 No 12,500.00 25,000.00

BURGLAR PROOFING TO WINDOWS

H 1200 x 900mm high. 6 No 9,500.00 57,000.00

J 600 x 600mm high 2 No 7,500.00 15,000.00

DOORS AND WINDOWS CARRIED TO SUMMARY 466,600.00

44mm Thick solid core veneer plywood polished flush doors complete with metal frame and high quality lock set (measured separately),

Composite window overall size 900x 1200mm high comprising sliding window size 900 x 1200 Fixed to block work and concrete

Fabricate and install complete Mild Steel bars consisting of 16mm high tensile vertical and horizontal bars welded together including priming in red oxide paint and one finishing coat gloss paint.



PLUMBING AND ENGINEERING INSTALLATIONS

SANITARY APPLIANCES

Awhite suite with "P" trap or equal approved type by

2 Nr 28,000.00 56,000.00

Bcomplete with pedestal and all accessories 2 Nr 18,000.00 36,000.00

C 750 x 750mm shower tray complete with all necessary 2 Nr 20,000.00 40,000.00

D Towel rail Chrome plated steel rail and holder;Screwed to wall with and including drive screws 2 Nr 3,500.00 7,000.00

E Toilet roll holder; stainless stell with a wooden thiefproof holder fixed to wall 2 Nr 1,400.00 2,800.00

F Mirrow; 4mm silvered floated glass; 600 x 450mmwith arised edges 2 Nr 5,500.00 11,000.00

G Floor drain; stainless steel; mounted flush with floorfinish and 50mm low level S-trap 2 Nr 1,500.00 3,000.00 COLD WATER SUPPLY

Trenches/Pipesways/Pits for buried Engineering Services

H Excavating trenches for services 500mm norminalsize: 500mm average depth from 150mm belowexcavated materials; disposal of surplus excavated materials 148 m 350.00 51,800.00

PipelinesStraight galvanised iron pipe in chases/trenches/Floor screed

J 38mm Diameter 18 m 1,200.00 21,600.00

K 25mm Diameter 21 m 900.00 18,900.00

L 19mm Diameter 14 m 410.00 5,740.00

M 13mm Diameter 8 m 240.00 1,920.00

Extra over 38mm UPVC Pipe; for FittingsN Elbows;38 5 Nr 180.00 900.00

P Equal tee;38x38x38 16 Nr 180.00 2,880.00

Q Reducing Tee;38x38x25 12 Nr 180.00 2,160.00

R Union Connector;38 8 Nr 180.00 1,440.00

S Sockets;25 12 Nr 180.00 2,160.00 Extra over 25mm UPVC Pipe; for Fittings

T Elbows;25 8 Nr 180.00 1,440.00

U Reducing Tee;25x25x19 8 Nr 180.00 1,440.00


Supply anf fix the following sanitary fittings in accordance with the manufacturer's instructionsTWYFORD Vitreous china low level water Closet

"CCA" complete with all necessary accessories

TWYFORD 560 x 405mm Wash Hand basin

accessories approved by 'CCA'



A Union Connector;25 8 Nr 180.00 1,440.00

B Sockets;25 6 Nr 180.00 1,080.00

Extra over 19mm UPVC Pipe; for Fittings

C Elbows;19 6 Nr 80.00 480.00

D Equal tee;19x19x19 8 Nr 80.00 640.00

E Reducing Tee;19x19x13 1 Nr 80.00 80.00

F Union Connector;19 4 Nr 80.00 320.00

G Sockets;19 6 Nr 80.00 480.00

Extra over 13mm UPVC Pipe; for Fittings

H Elbows;13 8 Nr 80.00 640.00

J Equal tee;13x13x13 4 Nr 80.00 320.00

K Nipples; 13 2 Nr 80.00 160.00

L Union Connector;13 8 Nr 80.00 640.00

M Sockets;13 5 Nr 80.00 400.00

Pipework Ancillaries

N Gate valve; 19mm; bronze body; with 2 nr connections to galvanised mild steel pipe 3 Nr 2,000.00 6,000.00

P Stop cork; 13mm; bronze body; with 2 nr connections to galvanised mild steel pipe 8 Nr 800.00 6,400.00

WASTE WATER INSTALLATION

Pipe work

The following in approved PVC waste water dischargepipe with and including all accessories to match

Q 100mm Diameter 97 m 700.00 67,900.00

R 32mm Diameter 13 m 550.00 7,150.00

Extra over PVC Discharge pipe

S 100 x 100mm WC connector 1 Nr 800.00 800.00

T 32 x 32mm elbow 4 Nr 800.00 3,200.00

U Tee 50 x 50mm 3 Nr 800.00 2,400.00

Inspection ChamberV 450 x 450 x 450mm high inspection chamber with blockwall

on reinforced 100mm thick concrete base and includingprecast 75mm thidk reinforced concrete cover. 2 Nr 30,000.00 60,000.00




TESTING AND COMMISSIONING

A Test the entire installation in accordance with the Enginner'sspecification 100,000.00

B Preparing Drawings;information required in the Engineer'sspecification;3Nr copies;1Nr negative and 2Nr prints;binding into two sets;for the Employer. 50,000.00

To collections 150,000.00

COLLECTIONS

PAGE 9 268,180.00

PAGE 10 160,530.00

PAGE 11 150,000.00

PLUMBING AND ENGINEERING INSTALLATIONS CARRIED TO SUMMARY 578,710.00



ELECTRICAL ENGINEERING INSTALLATIONS

Accessories fo Electrical Services

ACCESSORIES; LIGHTING SWITCHES; AS SPECIFIED

RATE TO INCLUDE GALVANISED STEEL KNOCKOUT

BOX SET IN MORTICES IN WALL; (FLUSH MOUNTED)

A 1 gang 1 way "MEM' or equal approved 4 Nr 2,500.00 10,000.00

B 1 gang 2 way Ditto 4 Nr 2,500.00 10,000.00

C 2 gang 2 way Ditto 2 Nr 2,500.00 5,000.00

D 3 gang 2 way Ditto 2 Nr 2,500.00 5,000.00

CONDUIT AND CABLE TRUNKING

CABLE AND CONDUIT IN FINAL CIRCUIT;RADIAL MAINCIRCUIT; PVC INSULATED AND COLOUR CODED CABLETO BS 6004 TABLE 1A; DRAWN INTO AND INCLUDING20MM DIAMETER HEAVY GUAGE PVC CONDUIT;RATE TO INCLUDE FOR ALL CABLE ANCILLARIESDEEMED NECCESARY FOR A COMPLETEINSTALLATION

E 3Nr single Core 2.5mm2 Cables 110 m 1,250.00 137,500.00

F 3Nr single Core 4mm2 Cables 46 m 1,800.00 82,800.00

ACCESSORIES; SOCKETS; AS SPECIFIED

RATE TO INCLUDE GALVANISED STEEL KNOCKOUT

BOX SET IN MORTICES IN WALL; (FLUSH MOUNTED)

G 13A 1 gang Double Pole "MEM' or equal approved 3 Nr 2,500.00 7,500.00

H 13A 2 gang Double Pole "MEM' or equal approved 1 Nr 2,500.00 2,500.00

J 20A 3 pin 1 gang Double Pole "MEM' or equal approved 1 Nr 3,200.00 3,200.00

K 15A 3 pin 1 gang Double Pole "MEM' or equal approved 1 Nr 2,800.00 2,800.00

Fittings and Accessories

L 1 x 18W Flourscent, Ceiling Mounted with Diffuser 1 Nr 1,800.00 1,800.00

MSurface mounted Twin Flourscent with Opal Diffuser with 1 x 36 TLD Flourescent 1 Nr 3,500.00 3,500.00

NSurface mounted Single Flourscent with Opal Diffuser with 1 x 18 TLD Flourescent 1 Nr 3,500.00 3,500.00

P Recessed Vertical Downlighter witrh High Frequency Electronic ballast 1 Nr 2,400.00 2,400.00

QCeiling Mounted Fitting in Die cast Aluminium Satin Glass With Aluminium reflector 1 Nr 2,900.00 2,900.00

R Compact Flourescent wall Mirrow Light 1 Nr 1,200.00 1,200.00

S Newclime celing fan complete with regulators 1 Nr 9,500.00 9,500.00

ELECTRICAL ENGINEERING INSTALLATIONS:Carried to Summary 291,100.00



ELEMENT NO. 8

FLOOR, WALL AND CEILING FINISHINGSFLOOR FINISHESINTERNAL WORKS

A.134 3,800.00 509,200.00

B Ditto 19x150mm skirting 19 m 1,500.00 28,500.00

C Ditto treads 300mm wide 6 m 1,850.00 11,100.00

Cement and sand (1:3) beds and backingsD 42mm Screeded bed to receive vitrified ceramic floor tiles 134 630.00 84,420.00

E Ditto screeded bed to receive treads 6 m 465.00 2,790.00

F 12mm floated backing 19 m 465.00 8,835.00

EXTERNAL WORKSG

4 3,800.00 15,200.00

H Ditto 19x150mm skirting 6 m 1,500.00 9,000.00

J Ditto treads 300mm wide 4 m 1,850.00 7,400.00

Cement and sand (1:3) bedK 42mm Screeded bed to receive vitrified ceramic floor tiles 4 630.00 2,520.00

L Ditto screeded bed to receive treads 4 m 465.00 1,860.00

M 12mm floated backing 6 m 465.00 2,790.00

WALL FINISHESInternal works

12mm cement and sand (1:4) smooth rendering to N Walls 134 450.00 60,300.00

P Surfaces not exceeding 100 -200mm wide 10 m 90.00 900.00

Q Ditto not exceeding 300mm wide 3 m 135.00 405.00

GLAZED WALL TILESR

12 3,500.00 42,000.00

S Ditto reveals100-200mm wide 5 m 1,500.00 7,500.00

T Ditto 19x150mm Apron 4 m 1,500.00 6,000.00

U Ditto risers 150mm high 2 m 1,500.00 3,000.00 Cement and sand (1:3) beds and backings

V12mm floated backing to receive glazed ceramic wall tiles (measured separately) 12 450.00 5,400.00

W Ditto reveals100-200mm wide 5 m 90.00 450.00

X Ditto 19x150mm Apron 4 m 90.00 360.00

Y Ditto risers 150mm high 2 m 90.00 180.00

To collection 810,110.00

300 x 300 x 8mm Vitrified ceramic floor tiles laid on cement and sand screeded bed (measured separately) m2

m2

300 x 300 x 8mm Vitrified ceramic floor tiles laid on cement and sand screeded bed (measured separately) m2

m2

m2

200 x 200x6mm Colour glazed wall tiles fixed with approved adhesive on cement and sand floated backing (measured separately) m2

m2



ELEMENT NO. 8 continuedExternal works

12mm cement and sand (1:4) smooth rendering to:

A Walls 224 450.00 100,800.00

C Sides not exceeding 200mm width 6 m 90.00 540.00

D Ditto not exceeding 300mm wide 3 m 135.00 405.00

E Isolated circular columns 150 radius 5 m 135.00 675.00 GLAZED WALL TILES

F

10 m 1,500.00 15,000.00 Cement and sand (1:3) beds and backings

G12mm floated backing to receive glazed ceramic tiles riser 150mm high (m/s) 10 m 90.00 900.00

Ceiling FinishesInternal works

ALUMINIUM SUSPENDED CEILING SYSTEM

H134 m2 4,800.00 643,200.00

External works

J27 m2 4,800.00 129,600.00

12mm cement and sand (1:4) smooth rendering on:

K Protect all works in this section Item

To Collection 891,120.00

COLLECTIONS

PAGE 13 810,110.00

PAGE 14 891,120.00

FLOOR, WALL AND CEILING FINISHINGS:Carried to Summary 1,701,230.00

m2

200 x 200x6mm Colour glazed wall tiles fixed with approved adhesive on cement and sand floated backing (measured separately) on risers 150mm high

600 x 600mm Aluminium suspended ceiling in concealed grids; suspended ceiling tiles or other equal and approved

600 x 600mm Aluminium suspended ceiling in concealed grids; suspended ceiling tiles or other equal and approved



ELEMENT NO 10PAINTING AND DECORATING

INTERNAL WORK

A Walls 134 1,200.00 160,800.00

External works

B Rendered walls 224 1,650.00 369,600.00

PAINTING AND DECORATINGCarried to Summary 530,400.00

Prepare and aply two undercoats and one finishings coat of emulsion paint on:

m2

Prepare and aply chemical décor glossy textured paint from approved manufacturer on:

m2



SUMMARY

A SUBSTRUCTURE 835,505.00

B FRAME 252,390.00

C INTERNAL AND EXTERNAL WALLS 1,444,000.00

D ROOF AND ROOF COVERINGS 1,177,200.00

E CARPENTARY AND JOINERY 213,440.00

F DOORS, WINDOWS AND IRONMONGERY 466,600.00

G PLUMBING AND ENGINEERING INSTALLATIONS 578,710.00

H ELECTRICAL INSTALLATIONS 291,100.00

J FLOOR, WALLS AND CEILING FINISHINGS 1,701,230.00

K PAINTING AND DECORATING 530,400.00

POLICE/FIRE POST 7,490,575.00


SHOPPING MALL 61

SHOPPING MALL

ELEMENT Nr. 1

BLOCK A SUBSTRUCTURE (ALL PROVISIONAL)

D20: Excavation and Filling.

A Excavate topsoil average depth not exceeding 150mm 22,500 40.00 900,000.00

B Excavating trenches, width exceeding 0.3m maximum

depth not exceeding 1.50m 4,575 575.00 2,630,625.00

C Excavating pits (900nr), maximum depth not exceeding

2.00m 4,050 575.00 2,328,750.00

D Dispose excavated materials off site, in spoil heap away

from site 5,111 220.00 1,124,420.00

E Filling to excavations, thickness exceeding 250mm,

materials arising from excavations 3,514 180.00 632,520.00

F 150mm laterite filling in layers 86 1,350.00 116,100.00

G Filling to make up levels, thickness not exceeding 150mm,

hardcore materials obtained off site 1,410 2,100.00 2,961,000.00

H Level and compact bottom of excavation 1,321 40.00 52,840.00

J Dieldrex or other equal and approved antitermite treatment

solution spread to faces of excavations 1,321 55.00 72,655.00

E10: In situ concrete Plain in situ concrete (1:10)-40mm aggregate

K Blinding beds, thickness not exceeding 50mm 57 2,100.00 119,700.00

Plain in situ concrete (1:3:6)-20mm aggregate

L Foundations 701 42,000.00 29,442,000.00

Reinforced in situ concrete (1:2:4)-19mm aggregate

M Beds/ attached steps (150mm thick) 1,360 42,000.00 57,120,000.00

N Column bases 1311 42,000.00 55,062,000.00

P Column (900nos) 211 42,000.00 8,862,000.00

m2

m3

m3

m3

m3

m3

m3

m2

m2

m2

m3

m3

m3

m3


SHOPPING MALL 62



A Edges of beds, height not exceeding 250mm 544 1,650.00 897,600.00

B Sides of column 1,242 1,650.00 2,049,300.00

E30: Reinforcement for in situ concreteHigh tensile bars to BS 4449, straight

C 20mm Diameter 121.110 t 300,000.00 36,333,000.00

D 16mm Diameter 14.812 t 300,000.00 4,443,600.00

E 12mm Diameter 6.411 t 300,000.00 1,923,300.00


F 10mm Diameter 8.123 t 300,000.00 2,436,900.00

Fabric mesh A192 weighting 42kg/m2 laid as detailed inmanufacturer's manual

G Ground floor bed/Attached ramp 9,831 1,150.00 11,305,650.00

F10: Brick/Block wallingSandcrete blockwork in stretcher bond bedded in cementand sand mortar mix (1:6) flush pointed, filled solid with leanconcrete

H Walls, 230mm thick vertical 7,112 4,800.00 34,137,600.00

EXTERNAL RENDERING

J 15mm thick cement and sand (1:4) smooth rendering to

face of the wall 912 650.00 592,800.00

PAINTING AND DECORATION

K Prepare prime and apply one undercoat and two finishing

wall (rate including floating) 912 1,650.00 1,504,800.00


m2

m2

m2

m2

m2

coats of high quality "DULUX" emulsion paint on rendered

m2


SHOPPING MALL 63

Collection

Page 01 161,424,610.00

Page 02 95,624,550.00

SUBSTRUCTURE CARRIED TO SUMMARY 257,049,160.00


SHOPPING MALL 64

ELEMENT Nr. 2

FRAMES


A Columns 312 42,000.00 13,104,000.00

C Beams 61 42,000.00 2,562,000.00

D Roof beams/ concrete fascia 26 42,000.00 1,092,000.00


E Columns 5,921 1,650.00 9,769,650.00

G Beams 562 1,650.00 927,300.00

H Roof beams/ concrete fascia 343 1,650.00 565,950.00


J 20mm Diameter 18.110 t 300,000.00 5,433,000.00

K 16mm Diameter 29.710 t 300,000.00 8,913,000.00

L 12mm Diameter 19.910 t 300,000.00 5,973,000.00


M 10mm Diameter 29.180 t 300,000.00 8,754,000.00

m3

m3

m3

m2

m2

m2


SHOPPING MALL 65

FRAMES CARRIED TO SUMMARY 57,093,900.00

ELEMENT Nr. 3

STAIRCASES


A Staircases (flight) 18 42,000.00 756,000.00

B Landings 12 42,000.00 504,000.00

C Steps 8 42,000.00 336,000.00

D Beams 11 42,000.00 462,000.00

Plain vertical sawn formwork:

E Soffits of landings 104 1,650.00 171,600.00

F Soffits of flight 132 1,650.00 217,800.00

G Sides of beams 24 1,650.00 39,600.00

H Edges of suspended slabs 64 m 400.00 25,600.00

J Stairflights 128 m 400.00 51,200.00

K Steps 321 m 400.00 128,400.00

Reinforcement for in situ concreteHigh tensile bars to BS 4449, straight and vertical.

L 16mm Diameter 1.480 t 300,000.00 444,000.00

M 12mm Diameter 5.012 t 300,000.00 1,503,600.00

N 10mm Diameter 0.913 t 300,000.00 273,900.00

Plastered/Rendered/Roughcast coatings12mm thick cement and sand (1:3) rendering

P Landings soffit, width exceeding 300mm 344 650.00 223,600.00

Q Stairflight soffit, width exceeding 300mm 498 650.00 323,700.00

R Strings 211 m 225.00 47,475.00

m3

m3

m3

m3

m2

m2

m2

m2

m2


SHOPPING MALL 66


Sand cement/Concrete/Granolithic screeds/flooring25mm thick cement and sand (1:4) screeded floor

A Landing floors 112 830.00 92,960.00

B Treads, 300mm wide 347 m 250.00 86,750.00

12mm thick cement and sand (1:3) rendering

C Risers; plain, 150mm high 481 m 180.00 86,580.00

Stone/ConcreteQuarry/Ceramic tilling/MosaicGranite floor tilling on cement and sand bed

D Landing Floors 112 m2 8,500.00 952,000.00

E Skirtings 411 m 650.00 267,150.00

F Treads to steps 308 m 1,950.00 600,600.00

G Risers to steps 321 m 975.00 312,975.00

Painting/Clear finishingprepare and apply 3 coats of emulsion paints to floatedsurfaces, rate including floating to Architect's details.

H Rendered surfaces, width exceeding 300mm 141 m2 1,650.00 232,650.00

Stairs/Walkways/Balustrades

J Stair Balustrades; 1000mm high purpose made designedbalustrade in 75mm diameter stainless steel pipescomplying to Architect's details embedded into concrete 1,811 m 5,700.00 10,322,700.00

K Stainless steel handrails consisting of 75mm x 75mm topand bottom rail complete with bolts and nuts screwed tosteel wall bracket 2,911 m 4,800.00 13,972,800.00


Collection

Page 05 5,508,475.00

m2


SHOPPING MALL 67

Page 06 26,927,165.00

STAIRCASES CARRIED TO SUMMARY 32,435,640.00

ELEMENT Nr. 4

UPPER FLOORS


A 1,360 42,000.00 57,120,000.00


B 12mm Diameter 191.86 t 300,000.00 57,558,000.00

C 10mm Diameter 51.40 t 300,000.00 15,420,000.00

E20: Formwork for in situ concretePlain vertical sawn formwork to the following

D Edges of suspended slabs, height 150- 250mm 2,176 m 350.00 761,600.00

Plain sawn formwork comprises of verical struts andrunners

E Soffit of slabs, slab thickness not exceeding 450mm,

horizontal, height to soffit not exceeding 4.50m 9,067 1,650.00 14,960,550.00

Slabs thickness, 150-450mm, sloping not exceeding 150 m3

m2


SHOPPING MALL 68

UPPER FLOORS CARRIED TO SUMMARY 145,820,150.00

ELEMENT Nr. 5

ROOF

G20: Carpentary/Timber framing/First fixingSawn treated hardwood in pitched roof members

A Tie beams 150 x 50mm 4,118 m 380.00 1,564,840.00

B Struts 150 x 50mm 9,711 m 380.00 3,690,180.00

C Rafters 150 x 50mm 8,717 m 380.00 3,312,460.00

D Purlins 75 x 50mm 7,231 m 260.00 1,880,060.00

H72: Aluminium sheet coverings/flashings0.55mm coloured approved stone coated aluminiumcoverings laid to slope not exceeding 50 degrees from thehorizontal with one and half corrugation side lap and 200mend lap and fixed in accordance to manufacturers instruction(measured nett) to timber purlins at approved generalspacing

E Pitched covering 4,821 4,850.00 23,381,850.00

F Ridge cappings, girth 600mm 811 m 2,450.00 1,986,950.00

G Hip capping, girth 600mm 521 m 2,450.00 1,276,450.00

ROOF CARRIED TO SUMMARY 37,092,790.00

m2


SHOPPING MALL 69

ELEMENT Nr. 6

INTERNAL AND EXTERNAL WALLS

F10: Brick/Block wallingHollow Sandcrete blockwork in stretcher bond bedded incement and sand mortar mix (1:6) flush pointed.

A Walls, 230mm thick vertical 18,648 3,800.00 70,862,400.00

B Dwarf walls 5,128 3,800.00 19,486,400.00

INTERNAL AND EXTERNAL WALLS CARRIED TO SUMMARY 90,348,800.00

m2

m2


SHOPPING MALL 70

ELEMENT Nr. 7

DOORS AND WINDOWS


A Lintels 33 42,000.00 1,386,000.00


B Lintels 614 1,650.00 1,013,100.00


C 12mm Diameter 3.310 t 300,000.00 993,000.00


D 10mm Diameter 4.612 t 300,000.00 1,383,600.00

DOORS

L21: Metal doors/shutters/hatchespurpose made decorative steel HPI security doors with steelframe in autobase paint built into blockwork and concretesurround, bedded and pointed in cement and sand mortarwith mastic sealant complete with all necessaryironmongery

E Door, size 1800 x 2100mm high 522 nr 165,000.00 86,130,000.00

F Door, size 900 x 2100mm high 12 nr 78,500.00 942,000.00

L20: Timber doors/shutters/hatches50mm thick polished hardwood timber panel door including225mm wide treated wrought finished hardwood door framecomplete with architraves and ironmongery, all complying toArchitect's details

H Door, size 900 x 2100mm high 20 nr 45,000.00 900,000.00

J Door, size 750 x 2100mm high 590 nr 38,500.00 22,715,000.00

m3

m2


SHOPPING MALL 71


WINDOWS

L11: Metal windows/rooflights/sceens/louvresWhite powder coated aluminium casement windows in 5mmthick tinted glass complete with fly screen and burglar barsfit to detail

A Windows size, 1500 x 1200mm high 150 nr 88,500.00 13,275,000.00

B Windows size, 1200 x 1200mm high 32 nr 54,000.00 1,728,000.00

C Windows size, 600 x 900mm high 704 nr 20,250.00 14,256,000.00


Collection

Page 10 115,462,700.00

Page 11 29,259,000.00


SHOPPING MALL 72

DOORS AND WINDOWS CARRIED TO SUMMARY 144,721,700.00

ELEMENT Nr. 8

WALL FINISHES

M20: Plastered/Rendered/Roughcast coatings12mm thick cement and sand (1:3) floated smooth syntheticrendering to general surfaces complying to Architect'sdetails.

A Walls; externally 16,512 650.00 10,732,800.00

B Walls; internally 28,112 650.00 18,272,800.00

C Reveals, width not exceeding 300mm 5,116 m 210.00 1,074,360.00

12mm thick cement and sand (1:4) floated backing togeneral surfaces to receive further finishes

D Walls; externally 44 650.00 28,600.00

E Walls; internally 1,121 650.00 728,650.00

F Reveals, width not exceeding 300mm 68 m 200.00 13,600.00

G Plaster impression 19 m 450.00 8,550.00

m2

m2

m2

m2


SHOPPING MALL 73


M60: Painting/Clear finishingVinyl mat emulsion paint as manufactured by Portland orCAPL in 3 coats to floated surfaces, rate including POPfloating to Architect's details.

A Rendered surfaces, externally 16,512 1,650.00 27,244,800.00

B Rendered surfaces, internally 28,112 1,650.00 46,384,800.00

C Plaster impression 19 m 350.00 6,650.00

D Reveals, width not exceeding 300mm 316 m 400.00 126,400.00


Collection

Page 13 30,859,360.00

Page 14 73,762,650.00

m2

m2


SHOPPING MALL 74

WALL FINISHES CARRIED TO SUMMARY 104,622,010.00

ELEMENT Nr. 10

CEILING FINISHES

G20: Carpentary/Timber framing/First fixingSawn treated hardwood in ceiling members

A Noggins 50 x 50mm 12,694 m 280.00 3,554,320.00

K40: Asbestos ceilingsAsbestos ceiling finishes with centre rosette hungedto 50x50mm timber noggins (measured separately) includingcornics fixed in accordance to the manufacturer'sinstructions.

B Ceiling lining 9,067 1,650.00 14,960,550.00

CEILING FINISHES CARRIED TO SUMMARY 18,514,870.00

m2


SHOPPING MALL 75

ELEMENT Nr.11

FLOOR FINISHES

M10: Sand cement/Concrete/Granolithic screeds/flooring

42mm thick cement and sand (1:4) floated bed to generalsurfaces to receive further finishes

A

horinzontal 18,134 830.00 15,051,220.00

M40: Stone/ConcreteQuarry/Ceramic tilling/Mosaic

Patterned Granite floor finish on cement and sand bed

B

horinzontal 231 8,500.00 1,963,500.00

C Skirtings; height 100mm including backing 421 m 650.00 273,650.00

Glazed vitrified ceramic floor tilling on cement and sand bed

D

horinzontal 17,222 3,800.00 65,443,600.00

Skirtings; height 100mm including backing 6,722 m 380.00 2,554,360.00

Unglazed ceramic tilling on cement and sand bed in toiletareas

F

horinzontal 681 3,200.00 2,179,200.00

Floors, level and to falls only not exceeding 150 from

m2


m2


m2


m2


SHOPPING MALL 76

FLOOR FINISHES CARRIED TO SUMMARY 87,465,530.00

ELEMENT Nr. 12

ELECTRICAL SERVICES

V20: LV DistributionEquipment; Metal clad Main Distrbution Board surface/ flushtype as manufacured by FEDERAL ELECTRIC or MEM orBILLS including all MCB, back outlet connections to flushadaptable boxes, earth bonding, labels and fixing inaccordance with manufacturer's instructions

MV PANEL

A 100A TPN MCCB main distribution panel (MV panel)comprising 2no 60A MCCB, 1no spare and circuit breaker 8 nr 300,000.00 2,400,000.00

B 100A change over switch 121 nr 35,000.00 4,235,000.00

C 100A main fuse switch 80 nr 27,000.00 2,160,000.00


D 6,512 m 12,500.00 81,400,000.00

E 1,411 m 8,500.00 11,993,500.00

DISTRIBUTION BOARDS

TP&N MCB Distribution Board complete with 100A integralincoming isolator and comprising 6nr 10A stablock; 8nr 20Astablock; 12nr 30A stablock, 1nr 45A stablock and 3nrspares ways

F 100A 12-Way 482 nr 40,000.00 19,280,000.00




SHOPPING MALL 77

Equipment; Metal clad isolating pattern switches or ELCBas manufactured by FEDERAL ELECTRICAL, MEM orBILLS including all necessary fuse links with quick makeand quick breaks contacts and fixing in accordance withmanufacturer's instructions

G 100A TP&N ELCB 162 nr 20,000.00 3,240,000.00


Y60: Conduit and cable trunking

Conduit; straight PVC pipe with flange joints in chases/floorscreeds with and inlcuding conduit boxes, locknuts,brushes, couplers, bends, reducers, cutting and othernecessary accessories, rates including making goodsurfaces disturbed.

A 25mm Diameter 18,916 m 120.00 2,269,920.00

Y61: HV/LV cable and wiring

Cables; PVC insulated cable as manufactured by NOCACOor approved equal drawn into conduits or ducts or laid downinto trunking or laid in trenches including cable loops,terminations, glands and all other accessories

B 14,993 m 220.00 3,298,460.00

C 8,761 m 220.00 1,927,420.00

LUMINAIRES AND LAMPS

V21: General lighting

Lamp and luminaires; lighting fittings as manufactured byABB or ASTRA or THORN or approved equal fixed to soffitincluding all necessary for complete installation

D 250w prismatic wall mounted halogen flood light fitting 432 nr 8,000.00 3,456,000.00

E 1 x 40w; 1200mm flourescent fittings 211 nr 3,800.00 801,800.00

F 60w ceiling mounted bowl head lighting fitting 162 nr 2,800.00 453,600.00

G "NEWCLIME" ceiling fan complete with regulator 512 nr 8,500.00 4,352,000.00




SHOPPING MALL 78


Y74: Accessories for Electrical servicesAccessories as manufactured by MK or ABB or MEMincluding steel knock-out boxes fixed to form complete

A 5A 1 gang 1 way switch 216 nr 1,200.00 259,200.00

B 5A 1 gang 2 way switch 84 nr 1,200.00 100,800.00

C 5A 2 gang 2 way switch 132 nr 1,200.00 158,400.00

D 5A 3 gang 2 way switch 24 nr 1,200.00 28,800.00

E 240v fire alarm bell 16 nr 7,500.00 120,000.00

F Break glass 16 nr 5,000.00 80,000.00

V22: General LV PowerAncillaries; low voltage power socket outlets switches andcontactors as manufactured by MK or ABB or MEM orapproved equal complete with accessories

G 13A single switched socket outlets 543 nr 1,200.00 651,600.00

H 13A Twin switched socket outlets 543 nr 1,200.00 651,600.00


SHOPPING MALL 79


Y60: Conduit and cable trunkingConduit; straight PVC pipe with flange joints in chases/floorscreeds with and inlcuding conduit boxes, locknuts,brushes, couplers, bends, reducers, cutting and othernecessary accessories, rates including making goodsurfaces disturbed.

A 20mm Diameter 26,531 m 70.00 1,857,170.00


B 12,479 m 650.00 8,111,350.00

C 14,052 m 480.00 6,744,960.00

Installation generally; supply, install, connect up andcommission the complete earthing of the whole installationas at the main disribution panel, switch boards, distributionboards, generator room, transformer substation, etc.

J Earthing and bonding; 25 x 3 copper tape and 600 x600mm mat forming a basket and bonded to foundationreinforcement complete with salt and charcoal applied asspecified 12 nr 120,000.00 1,440,000.00

W52: Lightning protection

K lightning protector/arrestor complete applied as specified 12 nr 80,000.00 960,000.00

3 x 1.5mm2 single core PVC copper cable - Lighting

3 x 2.5mm2 single core PVC copper cable - Sockets


SHOPPING MALL 80


Collection

Page 17 124,708,500.00

Page 18 16,559,200.00

Page 19 2,050,400.00

Page 20 19,113,480.00

ELECTRICAL SERVICES CARRIED TO SUMMARY 162,431,580.00


SHOPPING MALL 81

ELEMENT Nr. 13

PLUMBING AND MECHANICAL SERVICES

All materials supplied and installed shall be done inaccordance with technical specification for mechanicalinstallation as contained in the contract document.

P30: Trenches/Pipeways/Pits for buried Engineering services

A Excavating trenches for services 500mm nominal size;500mm average depth from 150mm below existingground level; backfilling with selected excavated materials;disposal of surplus excavated materials 6,211 m 250.00 1,552,750.00

Y10: Pipelines

Straight galvanised iron pipe to BS 425 in chases/trenches/floor screeds

B 19mm Diameter - cold water supply 2,461 m 320.00 787,520.00

C 13mm Diameter - Hot and Cold water supply 821 m 320.00 262,720.00

D Non return valve 45 nr 3,000.00 135,000.00

E Gate Valve 33 nr 3,000.00 99,000.00

F Water meter 18 nr 12,500.00 225,000.00

Extra over galvanized iron pipes; fittings, not exceeding65mm diameter


SHOPPING MALL 82


H Elbows 310 nr 230.00 71,300.00

J Equal tees 211 nr 280.00 59,080.00

K Reducing tees 61 nr 280.00 17,080.00

L Union connector 81 nr 250.00 20,250.00

M Nipple 112 nr 120.00 13,440.00



A Elbows 24 nr 200.00 4,800.00

B Equal tees 13 nr 250.00 3,250.00

C Reducing tees 21 nr 250.00 5,250.00

D Union connector 32 nr 230.00 7,360.00

E Nipple 21 nr 120.00 2,520.00


F Elbows 44 nr 200.00 8,800.00

G Equal tees 61 nr 250.00 15,250.00

H Reducing tees 38 nr 250.00 9,500.00

J Union connector 65 nr 230.00 14,950.00

K Nipple 82 nr 120.00 9,840.00

Y25: General pipeline equipmentEquipment; supply, install and connect up pipelineequipment as manufactured by Eago or other approvedequal with all necessary accessories for completeinstallation


SHOPPING MALL 83

L Double trap coloured syphonic water closet with horizontaloutlet with close couple 9 litres cistern and plastic covercomplete with fittings 536 nr 32,000.00 17,152,000.00

M wash hand basin 620 x 500mm with 3 taphole ovalpedestal, starlite 12mm mixer with pop up wasteaccessories complete with wash-top to Architect's details 536 nr 25,500.00 13,668,000.00


Y25: General pipeline equipment

A Vitreous china toilet roll holder fixed to wall 536 nr 3,000.00 1,608,000.00

B Mirror; 4mm silvered float glass size 600 x 450mm high 481 nr 7,000.00 3,367,000.00

C Hand dryer 12 nr 13,000.00 156,000.00

Straight UPVC pipes in chases/trenches/floor screeds

H 100mm Diameter 4,932 m 520.00 2,564,640.00

J 75mm Diameter 2,612 m 450.00 1,175,400.00

K 50mm Diameter 4,118 m 450.00 1,853,100.00

Extra over PVC pipes; fittings, exceeding 65mm diameter

100mm Diameter

L UPVC elbow 98 nr 350.00 34,300.00

M PVC tee 48 nr 400.00 19,200.00

N WC connection sleeve 32 nr 1,450.00 46,400.00

P Y radius bend 36 nr 625.00 22,500.00


SHOPPING MALL 84

Q Pam connector 61 nr 560.00 34,160.00

R Cleaning eye 44 nr 450.00 19,800.00

75mm Diameter

S UPVC elbow 112 nr 320.00 35,840.00

T PVC tee 86 nr 370.00 31,820.00

U Pam connector 55 nr 500.00 27,500.00

V Cleaning eye 42 nr 400.00 16,800.00


50mm Diameter

A UPVC elbow 27 nr 280.00 7,560.00

B PVC tee 21 nr 320.00 6,720.00

C Cleaning eye 21 nr 400.00 8,400.00

Y11: Pipework ancillaries

D Traps; 50mm diameter UPVC floor drains grouted to floor bed 432 nr 1,250.00 540,000.00

Manholes/ Inspection Chamber

E Manhole size 500 x 500 x 600mm deep internallyconstructed of 150mm thick concrete(1:3:6) base, 150mmthick sandcrete blockwork filled solid with lean concrete,75mm thick concrete(1:3:6) benching and forming 150mmdiameter half round channel, covered with cast iron, internalfaces rendered in water proof cement sand mortar(1:3)including excavation, backfilling and disposal of surplusexcavated materials 191 nr 30,000.00 5,730,000.00

Fire Fighting System


SHOPPING MALL 85

Equipment; supply, install, connect up and commission firefighting system as manufactured by ANGUS or otherapproved equal complete with piping/trunking as specifiedincluding all necessary accessories

G Fire extinguisher; ABC 9Kg capacity general purpose drypowder type 44 nr 16,500.00 726,000.00

H 240v fire alarm bell 6 nr 7,500.00 45,000.00

J Break glass 22 nr 5,500.00 121,000.00

K fire alarm outdoor siren 12 nr 10,550.00 126,600.00


Collection

Page 22 3,243,140.00

Page 23 30,901,520.00

Page 24 11,012,460.00

Page 25 7,311,280.00


SHOPPING MALL 86

PLUMBING AND MECHANICAL SERVICES CARRIED TO SUMMARY 52,468,400.00

SUMMARY

1 SUBSTRUCTURE 257,049,160.00

2 FRAMES 57,093,900.00

3 STAIRCASES 32,435,640.00

4 UPPER FLOORS 145,820,150.00

5 ROOF 37,092,790.00

6 INTERNAL AND EXTERNAL WALLS 90,348,800.00

7 DOORS AND WINDOWS 144,721,700.00

8 WALL FINISHES 104,622,010.00

9 CEILING FINISHES 18,514,870.00

10 FLOOR FINISHES 87,465,530.00


SHOPPING MALL 87

11 ELECTRICAL SERVICES 162,431,580.00

12 PLUMBING AND MECHANICAL SERVICES 52,468,400.00

SHOPPING CENTER

Total carried to General Summary 1,190,064,530.00

bill of quantities

Documents

Transcript of bill of quantities