BOQ

COMPRISING:

[I]

[II]

[III]

05NO. HOMESTEADS

DECEMBER 2010

BILLS OF QUANTITIES

EXTERNAL WORKS

PRERLIMINARIES

Bill of Quantities for:

PROJECT: PROPOSED CORONET ESTATES (SITE NO. 01)

LOCATION: PLOTS 437, 438 & 439, BLOCK 192 BUWATE

VOLUME 3

CLIENT: MR. BAINE CHRISTIAN, CORONET GROUP

Page No. S/1

Item Description Unit contr. Qty Rate Amount

Ushs Ushs MAIN SUMMARY

1 PRELIMINARIES AND GENERAL TOOLS - PROVISIONAL 25,000,000

2 BLOCK 1 NO. 5 203,594,300 1,017,971,500

3 EXTERNAL WORKS. 266,775,000

TOTAL 1 1,309,746,500

ELECTRO-MECHANICAL WORKS - external - 2.5% 32,743,663

TOTAL 2 1,342,490,163

ADD CONTIGENCY - 10% 134,249,016

TOTAL 3 1,476,739,179

ADD VAT - 18% 265,813,052

GRAND TOTAL 1,742,552,231

Bill of Quantinties for Proposed Coronet Estates (Site 01) to be Built on Plots 437, 438 & 439, block 192, Buwate.

Page No. 2/1


Ushs Ushs BILL NO. 2

BLOCK 1

1 SUBSTRUCTURES 35,701,500

2 R C SUPERSTRUCTURES 6,010,000

3 ROOF & RAINWATER DISPOSAL 26,576,200

4 WALLS & BALCONY RAILING 12,250,000

5 WINDOWS & EXTERNAL DOORS 22,347,600

6 INTERNAL DOORS 6,742,000

7 FINISHES 46,467,000

8 JOINERY FIXTURES 15,000,000

9 MECHANICAL INSTALLATION 12,500,000

10 ELOECTRICAL INSTALLATION 20,000,000

TOTAL - CARRIED TO MAIN SUMMARY 203,594,300


Page No. 2/2


Ushs Ushs

ELEMENT No. 1SUBSTRUCTURE

1.01 Allow for site stripping average 300mm thick m2 375 1,500 562,500

-

1.02 Excavate to reduce levels and remove from site. m3 180 5,000 900,000

1.03 Excavate foundation trenches commencing from reduced level: not exceeding 1.5 m deep

m3 145 4,000 580,000

1.04 Excavate pit for column bases commencing from stripped level ; not exceeding 1.5m deep

m3 2 5,000 10,000

1.05 Return, fill and ram selected excavated material in foundations m3 255 3,000 765,000

1.06 Remove surplus spoil from site to a place approved by the Council m3 185 5,000 925,000

1.07 Extra over all excavations and earthworks for breaking up rock at any point m3 3 50,000 150,000

1.08 Plank and strut to uphold sides of excavations: keep excavations free from all fallen material

item 1 200,000

1.09 Keep excavations free from general water item 1 - 200,000

Total Carried to Collection 4,292,500

Page No. 2/3


Ushs Ushs

ConcreteMass concrete mix (1:4:8): in

1.10 50 mm Thick blinding to strip foundations m2 95 7,000 665,000

1.11 Ditto: column bases m2 1 7,000 7,000

Reinforced concrete class 25/20: vibrated: in.

1.12 Steps and ramps m3 1 300,000 300,000

1.13 Column bases m3 0.5 300,000 150,000

1.14 Columns m3 0.5 300,000 150,000

Plain concrete class 15/20: vibrated: in.

1.15 Strip foundations m3 22 260,000 5,720,000

1.16 100 mm Thick ground floor slab m2 240 26,000 6,240,000

Mesh reinforcement

1.17

Mesh reinforcement No. A142 mm weighing 2.22 kg per square metre: in floor slab: all necessary supports: 200 mm side and end laps

m2 240 8,000 1,920,000

High tensile steel bars to B.S. 4461

1.18 12 mm Bars kg 18 3,500 63,000

1.19 16 mm Bars kg 15 3,500 52,500


Page No. 2/4


Ushs Ushs Mild steel round steel bars to B.S. 4441

1.20 8 mm Bars kg 5 3,500 17,500

Sawn formwork: to

1.21 Sides of Column bases m2 1.5 10,000 15,000

1.22 Sides of Columns m2 3 10,000 30,000

1.23 Edges: slabs over 75 but not exceeding 150 mm girth lm 78 5,000 390,000

Substructure Walls

Solid Burnt Clay brick walling load bearing (3.5N/mm2) to BS 6073 in cement and sand mortar 1:3 mix, laid in suitable bond, with 6mm diameter mild steel strips laid horizontally every alternate course.

1.24 200mm thick walling m2 205 27,000 5,535,000

Anti-Termite Treatment

1.25 Termidor 25 EC' or other equal approved anti-termite chemical treatment top of blinded hardcore and top of plinth walls.

m2 240 1,500 360,000

1.26 Ditto but to bottoms and sides of excavations. m2 505 1,500 757,500

1.27 Bituminous felt damp proof course: 230mm wide : 200 mm laps lm 71 3,000 213,000

1.28 Ditto but 150mm wide lm 59 2,000 118,000

DAMP PROOF MEMBRANE

1.29 1000 Gauge polythene sheeting laid onblinded hardcore SM 240 3,000 720,000


Page No. 2/5


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SUNDRIES

1.30 20 SWG Hoop Iron wall tie 25mm wide x450mm long cast 75mm into concrete andbuilt into joint of blockwalling.

NO 8 4,000 32,000

Plinth Finishes

1.31 15 mm Thick cement and sand (1:4) rendering to plinths externally m2 105 10,000 1,050,000

1.32 Prepare and apply three coats bitumastic paint to rendered plinths externally m2 105 6,000 630,000

Splash Apron

1.33

600mm wide splash apron with 150mm thick concrete, on 230mm edge walls, on mass concrete strip foundation, 100mm thick hard core with and including all the necessary formwork materials and finished with floor screed.

LM 68 35,000 2,380,000

HARD CORE

1.34 Approved murram fill : well compacted in150mm thick layers. CM 97 8,000 776,000

1.35 250mm Thick Bed of handpacked stonebase, well rolled and compacted SM 215 12,000 2,580,000

1.36 50mm thick sand blinding over surfaces ofhardcore SM 215 2,500 537,500


Page No. 2/6


Ushs Ushs

COLLECTION

Total Page 2 4,292,500

Total Page 3 15,267,500



TOTAL ELEMENT No. 1 (SUBSTRUCTURES) CARRIED TO SUMMARY 35,701,500

Page No. 2/7


Ushs Ushs

ELEMENT No. 2R C SUPERSTRUCTURE

Sawn formwork: to

2.01 Sides and soffits : beams m2 105 10,000 1,050,000

2.02 Sides : columns m2 3 10,000 30,000

High tensile bar reinforcement to BS 4461

2.03 12 mm Bars kg 275 3,500 962,500

2.04 16 mm Bars kg 90 3,500 315,000

Mild steel bar reinforcement to BS 4461

2.05 6 mm Bars kg 10 3,500 35,000

2.06 8 mm Bars kg 305 3,500 1,067,500

Insitu reinforced concrete class 25/20: vibrated: in

2.07 Beams m3 8 300,000 2,400,000

2.08 Columns m3 0.5 300,000 150,000

TOTAL ELEMENT No. 2 (R C SUPERSTRUCTURE) CARRIED TO SUMMARY 6,010,000

Page No. 2/8


Ushs Ushs

ELEMENT No. 3ROOFROOF STRUCTURE & COVERING Roof Structure

All in sawn pine: special structural grade: clean: treated with approved wood preservative: including jointing and connections as necessaryThe following in trusses : to be hoisted approximately 6.00M & 3.00M above ground level

3.01 50 x 100 mm Rafters: in trusses lm 390 4,000 1,560,000 -

3.02 50 x 150 mm: tie beam lm 336 4,500 1,512,000 -

3.03 50 x 100 mm struts and ties lm 280 4,000 1,120,000 -

Common timbers - 3.04 50 x 150 mm common rafters lm 370 4,500 1,665,000

- 3.05 50 x 150 mm Hip rafter lm - 4,500 -

- 3.06 50 x 150 mm Underpurlins Purlins lm 102 4,500 459,000

- 50 x 150 mm Ridge piece lm 27 4,500 121,500

-

3.07

100 x 75mm Wall plate : fixed to concrete or masonry with and including approved bolts grouted into concrete or masonry at 1000 mm centres

lm 75 4,500 337,500

- Roof Covering -

-

3.08

Mangalore burnt clay roofing tiles as manufactured by m/s Uganda clays fixed on and including an approved gauge 30 plane sheet and 50x38 treated timber battens

m2 305 35,000 10,675,000

- 3.09 Ditto but ridges and hip tiles lm 27 28,000 756,000

TOTAL CARRIED TO COLLECTION 18,206,000

Page No. 2/9


Ushs Ushs

Eaves Finishes

Wrot cypress: prime grade

3.10 230mm wrot cypress fascia board laid and nailled onto to the ends of rafters(m.s.) lm 82 10,000 820,000

3.11

600mm wide plastered eaves ceiling comprising of expanded metal lathe nailled onto 100x50mm pine timber framework at 450mm c/c with and including 38mmth. Pricking mortar(1:3) and and one coat of cement/lime/sand mortar(1:1:6)

lm 82 25,000 2,050,000

Prepare and apply undercoat and three coats gloss enamel paint on timber surfaces: to

3.12 Surfaces over 200 but not exceeding 300 mm girth: fascia and barge boards

lm 82 2,500 205,000

Prepare and apply undercoat and three coats high gloss paint on plastered surfaces: to

3.13 General plastered surfaces: plastered eaves ceiling

m2 49 6,000 295,200

Rain water disposal

3.14

Allow a provisional sum of UGX.5,000,000/= for all the necessary labour and materials (uPVC) for rain water collection and disposal as manufactured by 'Marley' or other equal and approved c/w all necessary accessories.

Item 1 5,000,000

TOTAL CARRIED TO COLLECTION 8,370,200

Page No. 2/10


Ushs Ushs

COLLECTION

Total Page 08 18,206,000

Total Page 09 8,370,200

TOTAL ELEMENT No. 3 (ROOF & RAINWATER DISPOSAL) CARRIED TO SUMMARY 26,576,200

Page No. 2/11


Ushs Ushs

ELELMENT No. 4WALLS

External WallsSolid Burnt Clay brick walling load bearing (3.5N/mm2) to BS 6073 in cement and sand mortar 1:3 mix, laid in suitable bond, with 6mm diameter mild steel strips laid horizontally every alternate course.

4.01 230 mm Thick walls m2 165 27,000 4,455,000

Ditto but gable wall m2 30 27,000 810,000

4.02 Labour and materials for eaves filling in 200 mm thick walls: 225 mm high lm 85 8,000 680,000

4.03 150mm thick tanking wall built with clay burnt bricks, jointed with cement/sand(1:4) mortar

m2 - 25,000 -

4.04 Prepare and apply 3 coats of mastic asphalt tanking material as per the specifications of the manufacture

m2 - 6,000 -

Internal Walls

Solid Burnt Clay brick walling load bearing (3.5N/mm2) to BS 6073 in cement and sand mortar 1:3 mix, laid in suitable bond, with 6mm diameter mild steel strips laid horizontally every alternate course.

4.05 230 mm walls: m2 30 27,000 810,000

4.06 150 mm walls: m2 155 22,000 3,410,000


Page No. 2/12


Ushs Ushs

Verandah Railing

4.07

Mild Steel balustrading comprising 50 x 25 x 3mm RHS balusters 950mm high at 1000mm centres with top welded to and including 50 x 25 x 3mm RHS and bottom cast and fanged into concrete 100mm deep and comprising intermediate rail of 50 x 25 x 3mm RHS bars and 25 x 6mm flat intermediate rails in cobwebb pattern the whole having one coat of red oxide primer and three coats of gloss oil paint.

lm 15 105,000 1,575,000

- 4.08 Ditto horizontal handrail ditto LM 15 28,000 420,000

- Prepare and apply three coats gloss oil paint to:-

4.09 Metal surfaces of balustrading m2 15 6,000 90,000


COLLECTION

Total Page 11 10,165,000

Total Page 12 2,085,000

TOTAL ELEMENT No. 5 (WALLS & VERANDAH RAILING) TO SUMMARY 12,250,000

Page No. 2/13


Ushs Ushs

ELEMENT No. 5WINDOWS & EXTERNAL DOORS

Precast concrete cill: bedded and jointed in cement (sand (1:3) mortar: pointed in matching coloured cement

5.01 350x50mm window cills lm 25 20,000 500,000

Wrot cypress or other equal approved

5.02 Pelmet box: 75 x 25 mm top: 120 x 20 fascia: 25 x 25 mm bearer: 20 x 120 mm return ends as appropriate - 136 No. boxes (provisional)

lm 32 35,000 1,120,000

Prepare surfaces: apply three coats polyurethane varnish on wood: to surfaces

5.03 General surfaces: pelmet boxes m2 10 6,000 57,600

Heavy duty brass curtain rail to architects approval

5.04 Curtain rail: runners at 100 mm centres lm 32 15,000 480,000


Page No. 2/14


Ushs Ushs

PURPOSE MADE WINDOWS NATURAL ANODIZED ALUMINIUM SECTION; mastic joint sealer around frame ; 6mm clear sheet glass and glazing; iron mongery and accessories, burglar proof with approved as per schedule

Supply and fix the following

5.05 Ditto 2000 x1500mm high - W01 no 6 1,440,000 8,640,000

5.06 Ditto size 1500 x1500mm high - W02 no 1 1,080,000 1,080,000

5.07 Ditto size 750 x 900mm high - W03 no 3 324,000 972,000

5.08 Ditto size 750 x 900mm high - W04 no 1 324,000 324,000

5.09 Ditto size 450 x 2450mm high - W04 no 4 529,500 2,118,000

PURPOSE MADE DOORS NATURAL ANODIZED ALUMINIUM SECTION; mastic joint sealer around frame ; 6mm clear sheet glass and glazing; iron mongery and accessories, burglar proof with approved as per schedule

5.10 Ditto size3000 x 2450mm high -D1 no 2 3,528,000 7,056,000


COLLECTION

Total Page 13 2,157,600

Total Page 14 20,190,000

TOTAL ELEMENT No. 6 (WINDOWS) CARRIED TO SUMMARY 22,347,600

Page No. 2/15


Ushs Ushs

ELEMENT No. 6INTERNAL DOORS

Timber doors

Solid cored flush door: internal quality plywood facing: mahogany lipping to edges.

6.01 750 x 2050mm high doors - D4 no 3 200,000 600,000

Wrot Hardwood: prime grade

200x50mm door frame: rebated; plugged lm 58 45,000 2,610,000

6.03 50 x 25 mm Architrave: splayed lm 116 10,000 1,160,000

6.05 Standard mahogany pannelled doors, size 850x2050mm high - D3 no 1 350,000 350,000

Prepare surfaces, apply one coat of approved wood primer and three coats clear polyurethane varnish to timber surfaces

6.06 Not exceeding 100 mm girth lm 116 2,000 232,000

6.07 Over 150 but not exceeding 300 mm girth lm 58 3,000 174,000

6.08 General timber surfaces: doors m2 36 6,000 216,000


Page No. 2/16


Ushs Ushs

Supply and fix: English "Union" or other equal approved ironmongery: matching screws: locks to include a set of 3 keys: catalogue numbers refer to the "Union" Catalogue 73 issued by "Josiah Parkes & Son Limited" of the United Kingdom: available from their authorised local dealers.(Prices of locks to be inclusive of handles)

6.09 Three lever mortice lock no 5 145,000 725,000

6.10 Ditto but Two lever mortice lock no 3 105,000 315,000

6.11 38 mm Diameter rubber door stop: cat. no. 8400 no. 10 6,000 60,000

6.12 100mm brass Hinges prs 12 25,000 300,000


COLLECTION

Total Page 15 5,342,000

Total Page 16 1,400,000

TOTAL FOR ELEMENT No. 6 (DOORS) CARRIED TO SUMMARY 6,742,000

Page No. 2/17


Ushs Ushs ELEMENT No. 7FINISHES

FLOOR FINISHES

Cement and sand (1:4) : on concrete: Steel trowelled hard and smooth.

7.01 38 mm Thick screed: finished hard with wood float to receive ceramic tiles(m.s) m2 183 10,000 1,830,000

7.02 38 mm Thick screed: finished hard with wood float to receive Eurocon floor tiles(m.s) m2 32 10,000 320,000

Supply and fix the following Coloured non-slip Ceramic Floor tiles : on prepared screed (m/s): joints pointed in matching cement grout

7.03 8 mm Thick tiles: on screed m2 183 45,000 8,235,000

7.04 8 x 185 mm Thick skirting lm 199 10,000 1,990,000

Supply and fix the following Coloured non-slip Eurocon Floor tiles : on prepared screed (m/s): joints pointed in matching cement grout - terraces and Roof slab

7.05 8 mm Thick tiles: on screed m2 32 65,000 2,080,000

7.06 8 x 185 mm Thick skirting lm 15 20,000 300,000

WALL FINISHES: Internal wall finishes

Plaster: 9 mm first coat of cement/lime putty/sand (1:2:9): 4 mm second coat of cement/lime putty/sand (1:1:6): steel trowelled: on masonry or concrete: to

7.07 Walls and concrete surfaces with flatened roughcast m2 438 10,000 4,380,000


Page No. 2/18


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Backing: 10 mm cement/sand (1:4): on masonry or concrete: wood float finished: to

7.08 Walls to receive ceramic tiles (m.s.) m2 127 10,000 1,270,000

Supply and fix the following white glazed wall tiles : on backing (m/s): joints pointed in matching cement grout

7.09 250 x 300 x 6mm Thick tiles m2 127 40,000 5,080,000

Prepare surfaces: apply three coats Vinyl emulsion paint : on steel trowelled plaster: to

7.10 Walls and concrete surfaces internally m2 438 6,000 2,628,000

External wall finishes

15mm External cement and sand(1:4) render: steel trowelled: on masonry or concrete: to

7.11 Walls and concrete surfaces m2 137 10,000 1,370,000

7.12 Ditto but to receive burnt Clay facing bricks m2 58 10,000 580,000

Prepare surfaces: prime and apply three coats weather guard emulsion paint : on steel trowelled plaster: to

7.13 Walls and concrete surfaces externally m2 137 6,000 822,000

Facing Bricks

7.14

40 mm thick burnt clay facing bricks as manufactured by M/S Uganda Clays Ltd or other equal and approved, in cement and sand mortar (1:3) and pointing with neat recessed joints as work proceeds and cleaning down on completion.

m2 58 75,000 4,350,000


Page No. 2/19


Ushs Ushs

Ceiling Finishes

Expanded metal ceiling

7.15 Galvanized expanded metal lath x 0.95mm thick x 2.5kg/m2 and staple to branderings (m.s).

m2 215 4,000 860,000

Plaster: 9 mm pricking course cement and sand : 6 mm second coat of cement lime putty and sand (1:1:6) : steel trowelled on expanded metal lath.

7.16 Horizontal soffites m2 215 12,000 2,580,000

7.17 Ditto 25 x 100mm cornices lm 199 3,000 597,000

Prepare surfaces: apply three coats first grade silk vinyl emulsion paint: to steel trowelled plastered surfaces

7.18 Horizontal soffits m2 215 6,000 1,290,000

7.19 Cornices : exceeding 100mm but not exceeding 200mm girth. lm 199 10,000 1,990,000

Sawn cypress or other equal approved :well seasoned: cellcured: selected and kept clean:

7.20 50 x 50 mm Branderings lm 365 3,000 1,095,000

7.21 50 x 100 mm Joists lm 365 5,000 1,825,000

7.22 50 x 100 mm Joists : plugged lm 199 5,000 995,000


Page No. 2/20


Ushs Ushs

COLLECTION

Total Page 17 19,135,000

Total Page 18 16,100,000

Total Page 19 11,232,000

TOTAL ELEMENT No. 7 (FINISHES) CARRIED TO SUMMARY 46,467,000

Page No. 2/21


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ELEMENT No. 8JOINERY FITTINGS

8.01

Provide a provisional sum of UGX.15,000,000/= for fittings and fixtures (kitchen carbinets, wardrobes) to be expended in part or in whole as directed by the Architect and measured and valued on completion by the Quantity Surveyor.

item 1 15,000,000

TOTAL CARRIED TO SUMMARY 15,000,000

Page No. 2/22


Ushs Ushs ELEMENT No. 9

MECHANICAL INSTALLATION, SANITARY FITTINGS RAIN WATER COLLECTION AND DISPOSAL AND DRAINAGE WORKS

9.01

Allow a provisional sum of UGX.7,500,000/= for all the necessary mechanical appliances, drainage pipework, Water distribution Pipe work, and all the necessary fittings and builders' work all to the satsifaction of the mechanical Engineer and all to be measured on comletion by the Quantity surveyor

Item 1 7,500,000 7,500,000

9.02

Supply and fix 1,000litre water tank capacity for water storage c/w all the the necessary fittings and a structural steel stand to Engineer's details

No. 1 1,500,000 1,500,000

-

9.03

Allow for the construction and finishing of a standard septic tank for 20 No. Users with and including all the necessary manholes and gully traps.

Item 1 3,000,000 3,000,000

9.04

Allow for the excavation of soakpit, 2.0m diameter, 2.5m deep, fill witth approved hardcore, G1000 polythene sheet and backfil to match the existing ground level, cart away excess excavated material.

No. 2 250,000 500,000


Page No. 2/23


Ushs Ushs ELEMENT No. 10ELECTRICAL INSTALLATION

10.01

Allow a provisional sum of UGX.20,000,000/= for all the necessary Electrical appliances, electrical conduiting and all the wiring accessories and builders' work all to the satsifaction of the electrical Engineer an all to be measured on comletion by the Quantity surveyor

Item - - 20,000,000


Page No. 2/1


Ushs Ushs

BILL NO. 8

EXTERNAL WORKS

SUMMARY

1 DRIVE WAY AND PARKING 70,275,000

2 BOUNDARY WALL AND GATES 196,500,000

TOTAL - CARRIED TO MAIN SUMMARY 266,775,000


Page No. 2/2


Ushs Ushs

BILL NO.4

ETERNAL WORKS

ELEMENT No. 1

DRIVE WAY AND PARKING

1.01

Grade and compact road subgrade to 93% MDD including rolling and watering and leaving surface sufficiently hard to receive road surface as to approval and direction of of supervising Engineer.

M2 420 7,000 2,940,000

-

1.02

150mm thick stabilised murram base course stabilised with 4% lime and compacted to 98%bor -1% MDD as to approval and direction of of supervising Engineer.

M2 420 10,000 4,200,000

-

1.03

Spray MC 30 Road bitumen (Primer to stabilised surface and protect with quary dust, spray at not exceeding 1.1 Litres per square metre to later provide, heat and spray 80/100 grade bitumen at the rate of 1.2 Litres/m² and provide , spread,roll and broom 10/14mm size chipings in two coats at a rate of 95mm²/m³ in parking areas and road areas as to approval and direction of of supervising Engineer.

M2 420 55,000 23,100,000

-

Sub total C/F 30,240,000

Page No. 2/3


Ushs Ushs

Sub total B/F 30,240,000

KERBING AND EDGING -

Precast concrete standard kerbing: -

1.04

Provide and fix precast road kerbing size 125mm thick × 215mm High × 900mm long laid in straights and bends including jointing in cement sand mortar 30mm thick joints as to approval and direction of of supervising Engineer.

Lm 140 24,000 3,360,000

-

1.05 Extra over grade C10 concrete in bed and backing M3 13 200,000 2,600,000

- Parking Yard Markings -

1.06Prepare surface slurry, seal tack coat and paint 100mm wide white or yellow road paint as necessary to road markings

M 25 5,000 125,000

Walk ways -

1.07 Grade and compact Walk way subgrade to 99% MDD m2 45 5,000 225,000

1.08100mm thick Imported stabilised murram sub base course filled in 100 layers and compacted to 98% +-1% MDD

m2 45 10,000 450,000

-

1.0950mm thick lake sand as blinding to paving slabs as to direction and approval of Supervising Engineer

m2 45 5,000 225,000

-

1.10600x600x50mm precast concrete paving slabs bedded , jointed and pointed with cement sand mortar (1:3)

m2 45 42,000 1,890,000


Page No. 2/4


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Sub total B/F 39,115,000

1.11

Provide and fix precast walk kerbing size 125mm thick × 215mm High × 900mm long laid in straights and bends including jointing in cement sand mortar 30mm thick joints as to approval and direction of of supervising Engineer.

Lm 150 24,000 3,600,000

-

1.12 Extra over grade C10 concrete in bed and backing M3 14 200,000 2,800,000

Land scaping and grass planting -

1.13Provide, plant Water and tend to grass as to gardeners and Landscaping specifications and approval

m2 1,080 7,000 7,560,000

Storm water channel: -

1.14

Open concrete (1:3:6) storm drain channel size 200mm x average 250mm deep (internal dimensions) having 100mm thick sides and bottom finished to falls with 20mm thick cement and sand (1:2) mortar including all necessary formwork and excavations.

LM 120 35,000 4,200,000

- Planters -

1.15

Supply all labour and materials forconstructing planter size 4900 x 400 x 800mmdeep (internal dimensions): using solid Burntclay bricks, with and including all thenecessary cement/ sand finishes, concreteworks, formwork, all as per the drawings andspecifications.

NO 5 1,200,000 6,000,000

-

1.16 Ditto but size 1300x400x800mm deep(internaldimensions) NO 3 350,000 1,050,000


Page No. 2/5


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Sub total B/F 64,325,000 -

1.17

20mm Two coat "SIKA" rendering on "CEMFLEX" bonding slurry on sides and bottom of planter including 40mm x 40mm angle fillets at bottom all in accordance with manufacturer's instructions (internal)

SM 70 35,000 2,450,000

-

1.18

Import vegetable soil mixed with organic manure and fill reinforced concrete planter boxes / troughs (measured separately) roll to fine tilth and plant selected and approved flowering plants, water and maintain until well established to approval of the Engineer (Surface area of soil: 58m²)

CM 70 50,000 3,500,000

- - -

-

-

-


Page No. 2/6


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ELEMENT NO. 2BOUNDARY AND GATES

- BOUNDARY WALL -

-

2.01

Allow for labour and material for construction of boundary walling 2600mm high overall above existing ground level comprising 230mm Thick solid concrete block walls with 250 x 75mm thick weathered and throated coping, 1000mm high (minimum below ground level) 230mm thick solid concrete block sub-walling , tyrolean rendered and painted both sides; with and including 600 x 200mm reinforced concrete class 20 strip footing : 400 x 400mm thick reinforced concrete columns at 3500mm centres with 400 x 400 x 50mm thick weathered and throated coping: 1000mm high painted metal grille to a pattern comprising of ; horizontal metal flat bars ; SHS vertical members; to Architect's detailed drawing No. A[99]01-04

LM 225 450,000 101,250,000

2.02 Ditto but separating wall LM 160 450,000 72,000,000 -

GATES - -

2.03 Mild Steel Sections: welded connections: one coat red oxide primer: three coats oil paint -

Supply and install 5000 x 2400mm wide gate in two equal leaves well anchored into and including 02no., 450 x 450 x 3000mm (ms) high concrete posts

NO 5 4,200,000 21,000,000

2.04 -

2.05 Ditto but pedestrian gate 2100 x 900mm wide ; ditto NO 5 450,000 2,250,000


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