1 ARCHITECTURAL WORKS 2 CIVIL WORKS 3 … BOQ All... · 1 architectural works 2 civil works 3...

MOSES KOTANE HOSPITAL MAINTENANCE PROJECT: SUMMARY OF BOQ

PART AMOUNT

1 ARCHITECTURAL WORKS2 CIVIL WORKS3 STRUCTURAL WORKS4 MECHANICAL WORKS5 ELECTRICAL WORKS

SUB TOTAL (1) -

CONTINGENCIES AT 0% -

SUB TOTAL (2) -

VAT AT 14% -

GRAND TOTAL -

Description

Part 1: Architectural Works

ITEMPayment

ClauseUNIT BILL QTY RATE AMOUNT

SECTION NO.2

ALTERATIONS

Bill No. 1

ALTERATIONS

TEMPORARY BARRIERS, SCREENS,

ETC

Temporary barriers, screens, etc

including removal

1 Screen barrier 1500mm including all necessary supports, m 600

corners, ends, etc

REMOVAL OF EXISTING WORK

Taking out doors, windows, etc including

thresholds, sills, etc and handing to employer

2 Timber double fire door and frame 1800 x 2100mm high No 14

overall from one brick wall

Taking up and removing vinyl floor coverings,

carpeting, etc

3 Vinyl floor covering including preparing screed for new m² 190

vinyl floor covering

Hacking up/off and removing granolithic, screeds, plaster,

etc from concrete or brickwork and preparing surfaces for

new screeds, plaster, etc

4 Plaster and rhinolite on walls m² 212

Taking out/off and removing sundry metalwork

5 Burglar bars Item 1

MAKING GOOD OF FINISHES ETC

Repair doors, etc

6 Repair and make good to double door No 2

BUDGETARY ALLOWANCES

7 Allow R10,000.00 (ten thousand rands only) for loading and Item 1,00

removing all rubble, taking away to a dumping site within 50km

from site.

Total Carried to Summary

DESCRIPTION

Page 1


ITEMPayment

ClauseUNIT BILL QTY RATE AMOUNTDESCRIPTION

SECTION NO. 3

Bill No.2

ROOF COVERINGS, ETC

CHROMADEK METAL SHEETING AND ACCESSORIES

Chromadek IBR iron roofing sheets

Repair existing

1 Inspect and repair existing roof covering including replacing m² 130,00

missing roof bolts, sealing joints between sheets fixing and

flashing, prepare and paint with roof paint

Total Carried to Section Summary

Page 2


ITEMPayment


Bill No.3

CARPENTRY AND JOINERY

DOORS

FIRE DOORS

Fire doors are to be in accordance to SANS 10400 part T

1 1675 x 2100mm Supawood Rubidor fire door complete No 14

with 100 x 300mm max glazed viewing panel all to

manufacture's specification

2 2400 x 2100 Supawood Rubidor fire door complete with No 2

100 x 300mm max glazed viewing panel all to manufacture

specification


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ITEMPayment


Bill No.4

IRONMONGERY

THE FOLLOWING IRONMONGERY FIXED TO DOORS, ETC

Locks, Bolts and latches

1 TS 5000 R-ISM - Door closer with electromechanical

hold-open device andsmoke control unit No 16,00

2 300 x 32mm laminated clad beam bumper rail by specialist m 15

with bullnose on top and bottom

3 TCS hygien SD-8-1250ml stainless steel manually operated No 2

soap dispenser

4 Franke stainless steel paper towel dispenser No 2

Code STRX 600

5 Italtile Rectangular Frameless Bevelled mirror No 2

600 x 400 x 10mm (SKU: BSMR4060R)


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Bill No.5

METALWORK

ALUMINIUM WINDOWS, DOORS, ETC

Aluminium doors - Natural anodised

1 1600 x 2100mm KAL slenderline grade AA10 natural anodised No 1,00

alluminium double door with horizontal two side panel 225mm

both sides complete with 8mm Africa glass frosted toughened

safety glass, all to Architect's approval



and 1650mm complete with 8mm Africa glass frosted toughened
















and 150mm complete with 8mm Africa glass frosted toughened


7 1600 x 2100mm KAL slenderline grade AA10 natural No 1,00

anodised alluminium double door with horizontal two

side panel 898mm and 2440mm complete with 8mm

Africa glass frosted toughened safety glass, all to

Architect's approval

8 1600 x 2100mm KAL slenderline grade AA10 natural No 1,00

anodised alluminium double door complete with 8mm

Africa glass frosted toughened safety glass, all to

Architect's approval

Total Carried Forward

Page 5


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Total Brough Forward

Aluminium shopfronts -Natural anodised

9 Alter fixed glazing panel to make openable panel windows Item


Page 6


ITEMPayment


Bill No.6

PLASTERING

One Coat steel trowelled plaster and rhinolite on brickwork

1 On walls internally( to receive paint) m² 740,00


Page 7


ITEMPayment


Bill No.7

FLOOR COVERING, WALL LINNING, ETC

FLOOR COVERING

Vinyl Floor

1 2mm thick "tarkett Optima" momogenous vinyl floor m² 70,00

sheeting(code:856) installed in strict accordance with

manufacture's specification


Page 8


ITEMPayment


Bill No.8

PLUMBING AND DRAINAGE

Sanitary Fittings, Tanks, Geysers, Etc

1 Vaal Sanitaryware Bantam Cloakroom 456 x 290mm White No 2,00

vitreous china wash hand basin complete with and including

elbow action pillar type 1/4 turn mixer with aerated swivel outlet,

1/2 BSP male inlets (code: 521-21). Italtile pop up basin waste

with overflows (SKU:TVAC1034/CH) and Cobra chromated

bottle trap (Code:345/50)


Page 9


ITEMPayment


Bill No.9

PAINTING

Paint to walls

1 Two coats morning sigh 6 plascon enamel on base coat and m² 740,00

under coat to manufacture's specification existing

Paint to Ceiling

2 Prepare, paint two coats plascon ceiling paint to manufacture's m² 52

specificatio. Colour white


Page 10


AMOUNT

ALTERATIONS

ROOF COVERINGS, ETC

CARPENTRY AND JOINERY

IRONMONGERY

METALWORK

PLASTERING

FLOOR COVERING, WALL LINNING, ETC

PLUMBING AND DRAINAGE

PAINTING

Carried to Final Summary -

SUMMARY OF SECTIONSSECTION

SECTION 2

SECTION 3

Part 2: Civil Works

ITEMPayment


SANS SECTION 1: SITE CLEARANCE

1,1 CLEAR SITE

1 .1.1 8.2.1 Clear and grub Site m² 1 000,0

8.2.2 Remove and grub large trees and tree stumps of girth Over and up to

1.1.2 1 m 2 m No. 2,0 Rate Only

1.1.3 2 m 3 m No. 1,0 Rate Only

1.1.4 3 m upwards in 1 m steps No. 0,0 Rate Only

1.1.5 8.2.4 Reclear surfaces (provisional) (where ordered by Engineer) ha 0,5

1.1.6 8.2.5 Take down existing fences m 15,0

1.1.7 8.2.6 Clear hedge and, where not scheduled separately, fence m 50,0

1.1.8 8.2.7 Dismantle and remove pipelines (not encased in concrete), m 5,0 Rate Only

electricity transmission lines, cables, etc.

1.1.9 8.2.7 Dismantle and remove pipelines encased in concrete m 5,0 Rate Only

1.1.10 8.2.7 Excavate carefully, lift, recover and deliver pipes tositestore. m 5,0 Rate Only

(Excavation and backfilling measured elsewhere)

1.1.11 8.2.8 Dismantle steelwork, etc. t 0,3

1.1.13 8.2.9 Cart materials and debris to approved sites and dump t.km 200,0

(provisional), off site ALTERNATIVE

1.1.14 PSC8.2.10 Remove topsoil to depth ordered by the Engineer and stockpile m³ 50,0

PSC8.2.11 Remove and dispose off site:

1.1.15 (a) Asphalt surfacing and asphalt kerbs m³ 30,0 Rate Only

1.1.16 (b) Kerbing and/or channelling m 30,0

(c) Structures:

1.1.17 (i) plain concrete m³ 10,0

1.1.18 (ii) reinforced concrete m³ 3,0

1.1.19 (iii) brick work m³ 20,0

1.1.20 (iv) stone masonry m³ 10,0

1.2.21 (v) interlocking concrete segmental paving blocks (all colours) m² 20,0

1.2.22 (vi) concrete slabs (450 x 450mm) m² 20,0

1.2.23 (vii) brick paving m² 30,0

1.2.24 (viii) grassing m² 100,0


DESCRIPTION

Page 1

Part 2: Civil Works

ITEMPayment



Backfilling and reinstatement of roads

(i) 150mm base m² 30,0

(ii) 150mm subbase m² 30,0

(iii) 150mm selected subgrade m² 30,0

Surfacing

(i) 30mm Bitumen hot - mix: Fine m² Rate Only

(ii) 30mm Premix m² 10,0 Rate Only

Backfilling and reinstatement of footways

a) Using removed materials:

(i) interlocking concrete segmental paving blocks (all colours) m² 75,0

(ii) concrete slabs (450 x 450mm) m² 10,0

(iii) Brick paving m² 10,0 Rate Only

(iv) Grassing m² 500,0

(v) Kerbing (all types of kerbing) m² 100,0

b) Using new supplied materials:

(i) 30mm premix m² 100,0 Rate Only

(ii) Interlocking concrete segmental paving blocks, including a 20mm

river sand bedding layer, jointing sand (plaster sand) and mortar infill

between edge restraint and blocks

1) Grey blocks m² Rate Only

2) Coloured blocks m² Rate Only

(iii) Concrete slabs (450 x 450mm) including a 20mm river sand m² 10,0

bedding layer, jointing mortar

(iv) Brick paving uncluding a 20mm river sand bedding layer, m² 30,0

jointing sand (plaster sand) and mortar infill between edge

restraint and bricks

(v) Unreinforced concrete ≤ 75mm thick (15MPa) m² 25,0 Rate Only

(vi) Reinforced concrete ≤ 75mm thick m² 25,0

(vii) Grassing m² 2 000,0

(viii) Kerbing, including a 50mm bedding (cement and river sand), m² 30,0

jointing mortar and 15MPa concrete haunching at all jointsc) Steel Palisade fences (2.1m height) m 10,0

1.1.21 8.2.3 Remove and grub all trees and tree stumps regardless of girth No. 3,0

1.1.22 Remove existing paving and dispose off site m² 25,0

1.1.23 Remove existing paving and stockpile for reuse m² 25,0


Page 2

Part 2: Civil Works

ITEMPayment


SECTION 1: EARTHWORKS (SMALL WORKS)

2,1 SANS CLEARING

2.1.1 8.2.1 Clear Site incl. remove trees up to 1 m girth to approved areas off Site m² 1 000,0

8.2.2 Remove trees of girth: Over and up to

2.1.2 1,0 m 2,0 m No. 0,0 Rate Only

2.1.3 2,0 m 3,0 m No. 0,0 Rate Only

2,2 1200 DA EXCAVATION

2.2.1 8.3.1 Remove topsoil to nominal depth 150 mm, stockpile, and maintain m² 100,0

8.3.2 Excavate in all materials and backfill or place embankment for: m³ 150,0

2,3 Extra-over item .2.1 for excavation in:

2.3.1 Intermediate material m³ 15,0

2.3.2 Hard rock material m³ 5,0

2,4 8.3.3 Overhaul (Prov.) m³.km 0,0

2.4.1 (a) Limited overhaul m³ 15,0

2.4.2 (b) Long overhaul m³.km 20,0

2,5 8.3.4 IMPORT MATERIAL

2.5.1 To complete embankment : from borrow pits m³ 70,0

2,6 FINISHINGS

2.6.1 8.3.6 Topsoiling m² 1 000,0

2.6.2 Local vegetation m² 1 000,0


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Part 2: Civil Works

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SANS SECTION 4: PIPE TRENCHES

4 .1 PSDB 8.3.1 SITE CLEARANCE

4 .1.1 Clear vegetation and trees of girth up to 1 m m² 25,0

4.1.2 Clear trees of girth over 1 m and up to 2 m No. 1,0 Rate Only

4 .1.4 Remove topsoil to depth of 100mm m² 50,0

4 .2 EXCAVATION

PSDB 8.3.2 Excavate in all materials beyond the specified minimum trench base

width for manholes, catch pits, chambers, anchor blocks and beams,

cut-off collars and the like, backfill, compact and dispose of surplus

material:

4.2.1 PSDB 8.3.2 (1) depth 0m up to 1,0m m³ 30,0

4.2.2 (2) depth over 1,0m up to 2,0m m³ 10,0

4.2.3 (3) depth over 3m m³ 5,0 Rate Only

(iii) Extra over items 8.3.2(a)(i) and (ii) for hand excavation where

ordered by the Engineer:

(1) In soft material m³ 5,0 Rate Only

(2) In intermediate material m³ 2,0 Rate Only

Over-excavate bottom of trench, refill and compact m³ 2,0 Rate Only

Hard rock excavation where blasting is Prohibited by the Engineer m³ 5,0 Rate Only

Over excavate bottom of trench in waterlogged and refill with 19mm m³ 2,0 Rate Only

stone where ordered in writing by the Engineer

Extra over items 8.3.2(a)(i) and (ii) for hand excavation where ordered m³ 5,0 Rate Only

by the Engineer:4.2.4 Intermediate excavation m³ 2,0 Rate Only

4.2.5 Hard rock excavation m³ 2,0 Rate Only

4.2.6 8.3.2(c) Excavate and dispose of unsuitable material from trench bottom m³ 5,0

(Provisional)

4,3 EXCAVATION. ANCILLARIES Make up deficiency in backfill

material (Provisional)

4.3.1 8.3.3.1(a from other necessary excavations on site m³ 20,0 Rate Only

4.3.2 8.3.3.1(b by importation from designated borrow pits m³ 10,0 Rate Only

4.3.3 8.3.3.1(c by importation from commercial or off-site sources selected by the C m³ 10,0 Rate Only

4.3.4 8.3.3.2 Open up and close down approved borrow pit Sum 1,0 Rate Only


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4.3.5 8.3.3.3 Compaction in areas subject to road traffic

4.3.5.1 (a) Under roadways m³ 5,0

4.3.5.2 (b) Elsewhere m³ 5,0

8.3.3.4 Overhaul

4 .3.6 Special haul : Over 50 m up to 0,5 km (provisional) m³ 10,0 Rate Only

4.3.7 Limited overhaul (provisional) m³ 10,0 Rate Only

4.3.8 Long overhaul (provisional) m³.km 50,0 Rate Only

4.3.9 8.3.4(b) Temporary works : Control water inflow from excavations

4.3.9.1 Provide equipment Sum 1,0 Rate Only

4.3.9.2 Operate and maintain Days 1,0 Rate Only

4.3.9.3 Remove equipment Sum 1,0 Rate Only

4 .4 EXISTING SERVICES

8.3.5 Services across and in trenches

Location

4.4.1 Supply or hire of specialist equipment for the detection of a Sum 1,0 Rate Only

particular service

4.4.2 The use of equipment in item .4.1 h 10,0 Rate Only

4.4.3 Excavate by hand in soft material to expose identified services m³/daywk 10,0 Rate Only

8.3.5(a) Services that intersect a trench

4.4.6 Cables No. 2,0 Rate Only

4.4.7 House water connections No. 2,0 Rate Only

4.4.8 Water mains up to 300 mm diam. No. 2,0 Rate Only

4.4.9 Water mains over 300 mm diam. No. 2,0 Rate Only

4.4.10 Stormwater pipes up to 600 mm No. 1,0 Rate Only

8.3.5(b) Services that adjoin a trench

4.4.11 Cables m 5,0 Rate Only

4.4.12 Water mains up to 300 mm diam. m 5,0 Rate Only

MISCELLENEOUS

4,5 Provision for repair and reinstatement of existing sprinkler system Prov Sum 1,0

4,6 Provision for additional Sprinker system Prov Sum 1,0


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SANS SECTION 5: GABIONS AND PITCHING

5,1 EXCAVATION See Section D, DA, DE as applicable

5,2 PITCHING

5.2.1 8.2.5 Ordinary pitching, of thickness at least 300 mm on slope of bank where sho m² 100,0


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SECTION 9: WATER MAINS

0,2 SANS PIPELINE

5,1 8.2.1 Supply, lay, bed (class B bedding), test and disinfect, backfill complete

with victaulic couplings denso wrapped, high impact uPVC Class

16 pipes:a. DN110 m 10,0

b.DN160 m 10,0

c. DN200 m 10,0

5,6 PSL 8.2.17 a) Supply, fixing and bedding of valves with its fittings complete (including

chambers as per drawing JW100-DET03-W01). Gate Valves Class 16,

anti-clockwise closing for the following pipe sizesi)Replace Ball valve for Ground Reservoir. Automation by others No. 1,0


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SANS SECTION 10: BEDDING

10,1 PROVISION OF BEDDING

Available from trench within 0,5 km (Subclause 3.4.1)

10.1.1 8.2.1 a) Selected granular material m³ 15,0

10.1.2 b) Selected fill material m³ 10,0

Imported from

8.2.2.1 a) Other necessary excavations within 0.5 km (Provisional)

10.1.3 1) Selected granular material m³ 5,0

10.1.4 2) Selected fill blanket m³ 5,0

8.2.2.2 b) Borrow pits (Provisional)

10.1.5 1) Selected granular material m³ 5,0 Rate Only

10.1.6 2) Selected fill material m³ 5,0 Rate Only

8.2.2.3 c) Commercial sources (Provisional)

10.1.7 1) Selected granular material m³ 5,0 Rate Only

10.1.8 2) Selected fill material m³ 5,0 Rate Only

10.1.9 8.2.3 Concrete bedding (Provisional) m³ 2,0 Rate Only

8.2.5 Overhaul of material for bedding (Provisional) where ordered Extra-

over items .1.1 to .1.610.1.10 a) Selected granular material m³.km 5,0 Rate Only

10.1.11 b) Selected fill material m³.km 10,0 Rate Only


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SANS SECTION 11: CABLE DUCTS

11,1 SITE CLEARANCE - Refer Other Sections

11,2 8.2.2 EXCAVATION

Extra-over item ....... for excavating in ..... (provisional) m³ 5,0

Excavate unsuitable material and dispose (provisional) m³ 5,0

8.2.3 Shore trench opp...building

11,3 8.2.5 SUPPLY, LAY, BED, AND PROVE DUCTS

11.3.1 100 mm diam. pitch-impregnated fibre pipes m 5,0

11.3.1 160 mm diam. uPVC pipes m 5,0

11,4 8.2.6 IMPORT BEDDING MATERIAL (provisional) m³ 10,0

11,5 8.2.7 DRAW PITS/MANHOLES COMPLETE WITH TYPE APPROVED

COVER AND FRAME - TP MATCH EXISTING ONES ON SITE

11.5.1 Draw pit 600 mm x 600 mm No. 1,0

11.5.2 Manhole 1 m x 1 m No. 1,0

11,6 PSLC 3.4 CABLE PROTECTION

11.6.1 Precast concrete cable cover slabs to H.V. cables (PLSC 2.2and 3. m 5,0 Rate Only

11.6.2 Polyethylene cable cover strips to L.V. cables (PSLC 2.1.2 and 3.3. m 5,0 Rate Only

11,7 8.2.8 CABLE ROUTE MARKERS Complete, installed, and record submitted No. 5,0 Rate Only

11,8 8.2.4 REINSTATE ROAD SURFACES COMPLETE WITH ALL COURSES

11.8.1 Gravel on shoulders m² 5,0

11.8.2 Bitumin premix 30 mm thick m² 2,0 Rate Only

11,9 8.2.9 OVERHAUL (provisional) where ordered m³.km 5,0


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SANS SECTION 12: SEWERS

0,1 SITE CLEARANCE

0,2 EXCAVATION

.2.1 Clear Site

Excavate in all materials, select materials, backfill, and dispose of

.2.2 surplus and unsuitable material

0,3 1200 LD PIPEWORK

8.2.1 Supply, lay, joint, backfill on class B bedding and test the following pipes

as detailed in the project specification:

a) Class 34 Upvc heavy duty sewer pipe

i) DN110 m 10,0

ii) DN160 m 10,0

.3.1 iii) DN200 m 10,0

.3.2 iv) DN250 m 10,0

.3.3 iv) DN315 m 10,0 Rate Only

8.2.2 Extra-over item .3 for supply, lay, joint, bed Class and test specials

.3.5 150 mm 45 deg. access bends No. 15,0

.3.6 225 mm x 100 mm pipe junctions No. 0,0

.3.7 375 mm end caps No. 0,0 Rate Only

0,4 1200 LB BEDDING MATERIALS Supply and deliver

.4.1 Selected granular material m³ 10,0

.4.2 Selected fill material m³ 10,0

0,5 1200 LD Manholes

.5.1 Manholes 1,250mm diameter complete with cover and frame

.5.2 (a) > 0m but ≤ 1.5m deep No. 10,0

.5.3 (b) > 1.5m but ≤ 2.0m deep No. 10,0

Manholes 1,500mm diameter complete with cover and frame

(a)> 2m but ≤ 3.5m deep No. 1,0

(b) > 3.5m No. 1,0 Rate Only


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Existing services

C2.1.6.1 Manhole bottom repair and/or replacement

a) Repairs without channel replacement

i) 150 > and ≤ 250mm diameter m² 55,0

ii) 250 > and ≤ 315mm diameter m² 25,0

b) Channel replacement

i) 150 > and ≤ 250mm diameter m² 55,0

ii) 250 > and ≤ 315mm diameter m² 25,0

C2.1.6.2 Step iron repair and/or replacement

a) Re-instatement of existing step-irons No. 2,0

b) New step-irons No. 10,0

C2.1.6.3 Stopping active manhole wall leaks No. 5,0

C2.1.6.4 Surface stabilisation of concrete manholes (where necessary) m² 5,0

C2.1.6.5 Patching masonry walls m² 20,0

C2.1.6.6 Manhole waterproofing m² 10,0

C2.1.6.7 Replace benching in existing manholes m² 25,0

C2.1.6.8 Reseal existing manholes

(a) Masonry walls m²

(b) Pre-cast concrete rings m²

.5.4 Extra-over item .5 for Type 2A cover and frame in road areas No. 5,0

8.2.4 Extra-over item .5 for construction of backdrops and ramps including

extra excavation, formwork, joints, etc., to Dwg No. ...................for

depths over and up to .5.5 - 1,0 m No. 0,0

.5.6 1,0 m 2,0 m No. 0,0

.5.7 2,0 m 3,0 m No. 0,0


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8.2.6 Erf Connections Direct as per Dwg. No. LD-7

.5.8 100 mm, 4-5 m long, to sewers up to 225 mm No. 2,0


Sloping drop as per Dwg. No. LD-8, max. slope 1:20


0,6 SUNDRIES

.6.1 8.2.7 Casing to pipes, concrete mix ...... m³ 1,0 Rate Only

.6.2 8.2.8 Anchor blocks, concrete mix ...... m³ 1,0 Rate Only

.6.3 8.2.9 Marker posts, complete, installed No. 3,0

.6.4 8.2.10 Permanent plug stoppers No. 2,0

.6.5 8.2.11 Break into and connect to existing manhole at ... including flexible Sum 1,0

joints as Dwg. No. LD-2 and make good all benching

.6.6 8.2.12 Raising or lowering of existing manholes No. 1,0 Rate Only


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SECTION :STORMWATER DRAINAGE SITE CLEARANCE AND

EXCAVATION

0,1 Clear Site

0,2 Excavate, select materials, backfill and dispose of surplus/unsuitable material

0,3 SANS PIPES

8.2.1 Supply, handle, lay, bed Class B Ogee concrete pipes, Class 100D

.3.1 a) 300 mm diameter m 10,0 Rate Only

.3.2 b) 450 mm diameter m 10,0 Rate Only

.3.3 c) 600 mm diameter m 10,0 Rate Only

d) 900 mm diameter m Rate Only

.3.4 PS.... d) 300 mm diameter open joints with geofabric m 0,0

.3.5 SANS e) Extra-over item 13.3.2 for precast inlet and outlet for 450 mm pipe No. 0,0 Rate Only

.3.6 8.2.3 f) Extra-over item 13.3.3 for approx. 30 deg. skew ends on 600 mm No. 0,0 Rate Only

pipeline

0,5 SANS BOX CULVERTS (PRECAST CONCRETE) Supply, bed and install

a) complete with invert slabs

.5.1 1,5 m x 1,0 m m 1,0 Rate Only

.5.2 3,0 m x 2,0 m m 1,0 Rate Only

b) without invert slabs

.5.3 3,0 m x 2,0 m m 0,0

.5.4 8.2.5 c) cast-in-situ concrete 30 MPa/40 mm slabs m³ 0,0

.5.6 8.2.7 e) Precast inlets and outlets to Dwg No. ............ No. 0,0

0,7 8.2.8 MANHOLES Construct complete with covers and frames

.7.1 a) Type ..., Dwg No ... 1,5 m deep No. 1,0

.7.2 b) Type ..., Dwg No ... 2,5 m deep No. 1,0

0,8 8.2.8 CATCHPITS Construct complete with grid inlets

.8.1 a) To match existing on site No. 1,0 Rate Only

MANHOLES:

Construct manholes complete with covers, frames, to match existing

for the following depthsa) 0 to 1 m No. 1,0

b) 1 to 2m No. 1,0


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0,9 MISCELLANEOUS

.9.1 8.2.11 Anchors for pipes No. 0,0

.9.2 8.2.12 Extra-over item ...3 for construction of inclined pipe culverts up to

450 mm diameter m 0,0

0,7 BRICKWORK

.7.1 8.2.9(a) 115 mm thick m² 30,0 Rate Only

.7.2 230 mm thick m² 10,0 Rate Only

.7.3 345 mm thick m² 10,0 Rate Only

.7.4 8.2.9(b) Plaster (not less than 10 mm and not more than 15 mm thick) m² 10,0

.7.5 8.2.9(c) Benching in prescribed mix 20 concrete with granolithic rendering m² 5,0

8.2.10 ACCESSORIES

.7.7 Grid inlets (Heavy Duty Grating) including frames No. 10,0

.7.8 Step irons No. 50,0

.7.9 SUBSURFACE DRAINS No. 0,0

8.2.14 Pipes in subsurface drains:

Class 4 uPVC pipes complete with couplings:

110 mm internal diam, perforated m 33,0

Class 6 uPVC pipes complete with couplings:

110 mm internal diam, perforated m 5,0

Heavy-duty fittings:

Stop ends, 110 mm internal diam No. 3,0

8.2.15 Geofabric (Bidim B5) m² 100,0


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Part 2: Civil Works

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SANS SECTION : ERF CONNECTIONS

0,1 ERF CONNECTIONS

5,9 Reconnect house connections including 110/160mm saddles, HDPE

Class 12.5, PE100, SDR 13.6 lead and all fittings necessary to tie into

existing house connection and meter box See Drawing JW100-

DET07-W01a) Short house connections (Not more than 5 metres) rate to No. 5,0

include stopcock

b) Long house connection, road crossing inclusive of drilling under No. 5,0

road (Not more than 20 metres) The rate shall include launching

and reception pits, drilling and material

5,1 Replacement of domestic water meters with new 20mm above ground No. 2,0

water meters.

5,11 a) Provisional Sum for fittings and specials in addition to those Prov Sum 1,0

measured above as per Engineer's instruction

5,12 b) Profit on item 5.11a above % 50 000,0


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Part 2: Civil Works

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SECTION : SEGMENTED PAVING

16,1 SANS CONSTRUCTION BELOW DESIGNATED TOP OF SUBBASE

16.1.1 Earthworks, subgrade and subbase

16.1.2 SANS Strengthen substandard layers as specified in PSMJ... to the applicable m² 10,0

tolerances given in Subclause 6.2 of SANS 1200 MJ

8,1 Adjust levels of existing subbase pavement to the applicable tolerances

given in Subclause 6.2 of SANS 1200 MJ and dispose of spoil where

relevanta) As specified in Subclause 5.1.2 of SANS 1200 MJ

16.1.3 1) Areas that are too high m² 20,0

16.1.4 2) Areas that are too low m² 20,0

16.1.5 b) Lower subbase to designated levels as specified in Subclause m² 20,0

5.1.2.2 of SANS 1200 MJ

16.1.6 c) Lower existing surface by 150-200 mm, and prepare stabilized ..... m² 20,0

subbase for block as specified in Subclause 5.1.2.3, of SANS 1200

MJ on Area 2 to ... levels as shown on Dwg.

16,2 8.2.1 SEGMENTEDPAVING

16.2.1 a) Concrete edge resraints complete m 50,0

16.2.2 b) Supply and lay 60mm thick concrete pavers including 20mm bed m 50,0

16.2.3 c) Supply and lay 60mm thick concrete pavers including 20mm bed m 30,0

16,3 8.2.3 CUT UNITS TO FIT EDGE RESTRAINTS m 50,0

16,4 8.2.2 Cutting of units to fit edge restraints m² 30,0

16,5 8.4.6 Test section m² 5,0

16,6 Geocells:75mm to manufacturer's specification m Rate Only


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Part 2: Civil Works

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SANS SECTION 17: KERBING AND CHANNELLING

17 .1 CONCRETE KERBING AND CHANNELLING

Type half-battered, Fig.3 kerb and Type tapered, Fig.14 channel

17 .1.1 8.2.2 (SANS 927) m 50,0

8.2.3 Variation of tests on extruded kerbing

17.1.2 a) Transverse strength test (Prov.) No. 1,0

17.1.3 b) Set of 3 cubes (Prov.) No. 2,0

17.1.4 c) Set of 3 cores (Prov.) No. 2,0

17,2 ANCILLARIES OPEN DRAINS TO DWG. ........

17.2.1 8.2.6.2 a) Trim excavations in soft and intermediate material m² 0,0

17.2.2 8.2.8 c) Concrete,specified strength 20 MPa m³ 0,0

8.2.9 d) Formwork

17.2.3 1) internal face only m² 0,0

17.2.4 2) ends of slabs m² 0,0

17.2.5 8.2.10 e) Sealed joints m 0,0


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Part 2: Civil Works

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SANS SECTION 20: ANCILLARY ROADWORKS

18,1 PERMANENT TRAFFIC SIGNS

8.3.1 Sign faces with painted or galvanized (as stated) background. Symbols,

characters, legend, and borders in engineering grade retroreflective

material with signboards constructed from

18.1.1 a) Aluminium sheet (2,0 mm thick), of area over 2 m2 and up to 10 m2 m² 10,0

18.1.2 b) Aluminium extrusions (alloy and temper condition stated), all sizes m² 15,0

c) Sheet steel (1,6 mm thick),of area Over and Up to

18.1.3 - 2 m2 m² 10,0

18.1.4 2 m2 10 m2 m² 20,0

18.1.5 10 m2 15 m2 m² 5,0

d) Weather-resistant particle board (12,7 mm thick), of area Over and

Up to18.1.6 - 2 m2 m² 0,0

18.1.7 2 m2 10 m2 m² 0,0

8.3.2 Extra-Over Item .2 for using

18.1.8 a) Engineering grade retroreflective background (Dwg ...) (Prov.) m² 0,0

18.1.9 8.3.2 b) High intensity grade retroreflective background, characters, symb m² 0,0

18.1.10 c) High intensity grade characters, symbols, legend and borders. En m² 0,0

18,2 8.3.3 Sign Supports

18.2.1 a) Structural steel (Dwg.....) painted No. 2,0

18.2.2 b) Steel tubing (Dwg ....) galvanized No. 0,0

18.2.5 8.1.1 & Excavation for sign supports and backfilling with in-situ material m³ 20,0

18.2.6 8.3.5 Distance markers No. 0,0

18.2.7 8.3.7 Statutory signs, street names, and the like, supplied and erected compl No. 0,0

18,3 8.3.7 Dismantling and re-erection of road signs having a surface area of

Over and Up to18.3.1 - 2 m2 No. 1,0

18.3.2 2 m2 5 m2 No. 1,0


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Part 2: Civil Works

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18.3.3 5 m2 10 m2 No. 1,0

18.3.4 10 m2 15 m2 No. 1,0

18,4 ROAD MARKINGS

8.4.1 Non-reflectorized paint applied at nominal rate of 0,42 l/m2 (or proprietary

brand roadmarking material applied at a nominal rate of ... l/m2)

18.4.1 a) White lines (broken or unbroken) (width ... mm) km 0,5

18.4.2 b) Yellow lines (broken or unbroken) (width ... mm) km 0,3

18.4.3 c) White characters and symbols m² 100,0

18.4.4 d) Yellow characters and symbols m² 50,0

18.4.5 e) Traffic island markings (any colour) m² 20,0

8.4.2 Variation in rate of application from that stated for item .3

18.4.6 a) White paint ℓ 0,0 Rate Only

18.4.7 b) Yellow paint ℓ 0,0 Rate Only

18.4.8 c) Glass beads kg 0,0

18.4.9 d) Proprietary brand roadmarking material ℓ 0,0 Rate Only

18.4.10 8.4.3 Road studs (Type ...., size, shape, and colour, as given on Dwg .....) No. 0,0 Rate Only

18.4.11 8.4.4 Setting out and premarking of lines (excluding traffic island markings, km 1,0

characters, and symbols)


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6 SCHEDULE 6: CCTV CAMERA SURVEY

6,1 C2.1.3 Manhole length isolation

6.1.1 a) Plugging Conduits:

1) 0 ≥ 150mm diameter No. 5,0

2) 150 > and ≤ 200mm diameter No. 5,0


4) >315mm diameter No. 4,0

6.1.2 b) Over-pumping including any plugging required





6,2 C2.1.5 CCTV surveys

6.2.1 CCTV camera surveys of pipelines before of the following diameters

a) 0 ≥ 150mm diameter m 10,0

b) 150 > and ≤ 200mm diameter m 16,0

c) 250 > and ≤ 315mm diameter m 10,0

d) > 315mm diameter m 12,0


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Part 2: Civil Works

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CLEANING



1) 150mm diameter No. 5,0 Rate Only

2) 150 > and 200mm diameter No. 6,0 Rate Only

3) 250 > and 315mm diameter No. 10,0 Rate Only

4) > 315mm diameter No. 4,0


1) 150mm diameter hours 10,0 Rate Only

2) 150 > and 200mm diameter hours 8,0 Rate Only

3) 250 > and 315mm diameter hours 15,0 Rate Only

4) >315mm diameter hours 5,0 Rate Only

7,3 C2.1.4 Cleaning of conduits

7.3.1 Clean existing sewers from all obstructions prior to works or inspections

of pipes of the following diameter:

a) 150mm diameter m 50,0

b) 150 > and 200mm diameter m 10,0

c) 250 > and 315mm diameter m 10,0

d) > 315mm diameter m 5,0 Rate Only

Cleaning of sewers of the following diameters after construction

a) 200mm diameter m 50,0

b) 250mm diameter m 20,0

c) 315mm diameter m 5,0


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LOCALISED POINT REPAIRS- SEWERS

8,1 Pipework

8.1.1 C2.1.6.9 Remove and dispose of damaged pipe

(a) 150mm diameter m 30,0

(b) 200mm diameter m 10,0

c) 250mm diameter m 10,0

d) 315mm diameter m 15,0

8.1.2 SANS Supply, lay, joint, bed (Class B) bedding and test new pipe

(a) 150mm nominal diameter m 150,0

Class 34 Upvc heavy duty sewer pipe













Page 22

Part 2: Civil Works

AMOUNT

SITE CLEARANCE

EARTHWORKS (SMALL WORKS)

PIPE TRENCHES

GABIONS AND PITCHING

WATER MAINS

BEDDING

CABLE DUCTS

SEWERS

STORMWATER DRAINAGE, SITE CLEARANCE AND EXCAVATION

ERF CONNECTIONS

SEGMENTED PAVING

KERBING AND CHANNELLING

ANCILLARY ROADWORKS

SCHEDULE 6: CCTV CAMERA SURVEY

CLEANING

LOCALISED POINT REPAIRS- SEWERS


SECTION 20

SECTION 17

SECTION 9

SECTION 10

SECTION 11

SECTION

SECTION

SECTION

SECTION 12

SECTION 5

SECTION SUMMARY OF SECTIONS

SECTION 1

SECTION 1

SECTION 4

Part 3: Structural Works

ITEMPayment


SANS SECTION : CONCRETE (STRUCTURAL)

0,1 8.1.3 CONCRETE

8.4.2 Blinding layer in 15 MPa/40 mm concrete

.1.1 50 mm minimum thickness m² 500,0

Strength concrete: 30 MPa/20mm

.1.5 Concrete Aprons m³ 30,0

.1.7 Floor slabs m³ 90,0

0,2 8.1.1 FORMWORK

8.2.1 Rough walls below ground

.2.1 Vertical plane m² 30,0

.2.2 Vertical curved m² 30,0

8.2.2 Smooth vertical plane to:

.2.7 8.2.5 Vertical narrow widths up to 300 mm wide m 100,0

0,3 8.1.2 REINFORCEMENT

8.3.2 High-tensile welded mesh reinforcement

.3.17 Type reference 245 in 2.4m (SQUARE) standard sheets m² 600,0

.3.18 Type reference 193 in .... non-standard sheets m² 0,0

0,4 8.4.4 UNFORMED SURFACE FINISHES

Wood-floated finish

0,5 8,5 JOINTS

.5.1 Type A,to match existing on site m 250,0

Rake out existing joints sealant system, reinstate and make good m 250,0


DESCRIPTION

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SANS SECTION 8: CORROSION PROTECTION OF STRUCTURAL STEELWORK

8,1 8.2.3 SURFACE PREPARATION AND COATING APPLICATION

Shopwork. Prepare surface and apply coat(s) as specified.

8.1.1 Hot-rolled sections t 0,1

8.1.2 Cold-formed sections t 0,1

8.1.3 Floor plates (painted area) m² 25,0

8.1.4 Handrailing (including knee rail and stanchions) m 20,0

8.1.5 Kickplates m 5,0

8.1.6 Bolts and nuts t 0,050

8,2 Sitework. Clean down surfaces, touch up damaged shop coats and

apply finish coats as specified OR to match existing

8.2.1 Hot-rolled sections t 0,1

8.2.2 Cold-formed sections t 0,1

8.2.3 Floor plates (painted area) m² 100,0

8.2.4 Handrailing (including knee rail and stanchions) m 30,0

8.2.5 Kickplates m 30,0

8.2.6 Bolts and nuts t 0,1


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SECTION 20: CONCRETE REPAIRS

19,1 Remove all loose tiles from concrete floors and dispose off site m² 800,0

Remove all loose plaster and paint from walls m 2 250,0

Concrete Repairs

19,2 CSP5 Break out defective concrete to spoil

19.2.1 Spall depths not exceeding 25mm m³ 0,5

19.2.2 Spall depths exceeding 25mm and not exceeding 50mm deep m³ 0,5

19.2.3 Spall depths exceeding 50mm and not exceeding 100mm deep m³ 1,0

19.2.4 Concrete contact surface preparation m² 160,0

19,3 CSP14.5 Cleaning reinforcing to specified finish and application of corrosion m² 60,0

protection coating to reinforcing

19,4 CSP14.4 Extra over for grit m² 40,0

19,5 CSP14.6 Bonding layer to existing m² 20,0

19,6 CSP11 Patch repair (hand placing)

19.6.1 <25mm in thickness m³ 2,0

19.6.2 >25mm but <50mm in thickness m³ 2,0

19,7 CSP12 Patch repair (Grout)

19.7.1 >50mm in thickness m³ 1,0

19,8 CSP8 Formwork m³ 50,0

19,9 Supply, replace badly corroded (high yield) reinforcing t 0,2

19,2 Cost of testing PC SUM 1,0

19,21 Charge on prime cost sum % 4 000,0

19,22 CSP14.10 Curing m² 200,0

19,23 CSP 4.1 Hammer test m² 800,0

19,24 CSP 13.1 Cementitious skimming motar (fairing coat) to a thickness of 1mm as pe m² 250,0

Cleaning and Waterproofing

19,25 TWS 4.1 High pressure wash walls, floors, etc, with 350 bar pressure at 16 m² 2 500,0

litres / minute


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19,3 TWS 9.3 Mask cracks and waterproof with a 120mm wide Cemflex bandage m 900,0

19,31 TWS8 Waterproof floors using a reinforced Cemflex membrane or similar

approved m² 900,0

19,32 TWS8 Waterproof walls using an approved paint system m² 1 200,0

19,37 MCI 6 Apply migrating corrosion inhibitor to prepared surfaces as per m² 60,0

manufacturer's instructions


Page 4


AMOUNT

CONCRETE (STRUCTURAL)

CORROSION PROTECTION OF STRUCTURAL STEELWORK

CONCRETE REPAIRS



SECTION

SECTION 8

SECTION 20

Part 4: Mechanical Works

ITEMPayment


1.0 GENERAL INFORMATION

0,01 Hot Water Systems shall be as per relevant specifications, TD-HWG, info

TD-HWD, schedules, scope of works, drawings and technical

information.

0,02 Hot Water Systems equipment offered shall generally be of a good info

quality standard and shall be approved.

0,03 The engineer and/or Client will authorize the servicing or info

replacement as well as ordering equipment by way of signing off

each pre-defined building area's audit and scope of works report.

0,04 Provisional Amounts Will Only Be Used With The Written Consent info

And Authorization Of The Engineer and/or Client.

0,05 NB: The Tenderer shall provide a rate for each item in this Schedule info

0,06 The Tenderer shall indicate the manufacturer/supplier of the info

equipment that will form part of his tender offer. The Tenderer's offer

shall be for the full quota of Hot Water System Equipment as per this

bill of quantities.


DESCRIPTION

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2.0 BULK HOT WATER PLANT

2,1 Water Heating0,01 Primary Heating (Heat Pump) ea 2

2,2 Water Pumps0,01 Hot Water Supply in to Ring Main ea 2

0,02 Tank-Heat Pump Circulation ea 3

0,03 Hot Water Shunting as per SANS 893-2 (provisional) ea 3

0,04 Allow for alignment and vibration omission sum 1

2,3 Valves0,01 Thermostatic Mixing Valves (R/Main) ea 30

0,02 Shut Off Valves ea 22

0,03 Non-Return Valves ea 22

2,4 Measurement0,01 Temperature probe with 0 to 100 degrees range in order to conform ea 11

to SANS 893-20,02 Flowmeter with range 0 to 15l/s in order to conform to SANS 893-2 ea 6

0,03 Pressure measurement with range 0 to 3 bar in order to conform to ea 6

SANS 893-2

2,5 Electrical & Controls0,01 Power Distribution Board ea 1

0,02 Electronic (PLC / Control Board) in order to conform to ea 1

SANS 893-2

Inter-connecting piping2,6 Allow for the supply and installation of inter-connecting Class 0 Copper

piping complete with capillary fittings, insulation, and cladding:0,01 diam 67mm Copper pipe m 15

0,02 diam 108mm Copper pipe m 10

2,7 Allow for the supply, installation, and commisioning to full operation of

the following pipe fittings:

Heat Pump

0,01 diam 108mm - 67mm reducer ea 4

0,02 diam 67mm ball valve ea 4

0,03 diam 67mm strainer ea 4

0,04 diam 67mm swing type non return valve ea 4

0,05 inline circulation pump ea 4

0,06 Temperature / Pressure Safety Relief Valve

Hot Water Storage Tank0,07 diam 108mm - 67mm reducer ea 2

0,08 diam 67mm ball return valve ea 2

0,09 Temperature / Pressure Safety Relief Valve ea 2


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Municipal Cold Water Supply PRV Station0.10 diam 108mm ball valve ea 2

0.11 diam 108mm strainer ea 2

0.12 diam 108mm PRV @ 3.0 Bar ea 1

2,8 Commissioning0,01 Optimise / Test & Commmission to full operation as specified sum 1


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3.0 IDENTIFICATION AND LABELLING OF HOT WATER SYSTEM EQUIPMENT

Identification and labelling of all Hot Water System equipment in

accordance with the specification

0,01 Identification & Labelling off Bulk Hot Water Storage Tanks sum 1

0,02 Identification & Labelling off Heat Pumps and Inline Heaters sum 1

0,03 Identification & Labelling of Hot Water Plantroom. sum 1

0,04 Identification & Labelling of electrics supporting hot water installatio sum 1


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4.0 AS-BUILT DRAWINGS AND TECHNICAL DATA

As-built drawings, technical data and operating manuals of all

equipment installed

0,01 As-built drawings indicating the exact position of all hot water Sum 1

systems equipment and hot water piping runs.

0,02 Technical data, specification sheets and spares lists of all equipmen Sum 1

0,03 Test Certificates Sum 1

5.0 ALLOW FOR VENTILATION IN PLANT & STORE ROOMS (300 l/s) ea 3


Page 5


AMOUNT

BULK HOT WATER PLANT

IDENTIFICATION AND LABELLING OF HOT WATER SYSTEM EQUIPMENT

AS-BUILT DRAWINGS AND TECHNICAL DATA



SECTION 02

SECTION 03

SECTION 04

Part 5: Electrical Works

ITEMPayment


BOQ No. 2: Internal Small Power(COC)

2,1 Testing of Electrical Installations

This part allows for the testing of all electrical installations in the

Hospital, and the preparation of a report per distribution board. This

report must indicate all correction items required for the issuing of a

COC according to SANS 10142-1, A cost estimate must be done to

repair the installations up to a standard where a COC can be issued.

2.1.1 Testing of Electrical installations in Theaters (Master Electrician) ea 1

2.1.2 Testing of Electrical installations in ICU (Master Electrician) ea 2

2.1.3 Testing of Electrical installations of all standard three and single ea 30

phase Distribution Boards(Installation Electrician 3 Phase)

2.1.4 Costing of non-compliance items for the issuing of a COC sum 1

2.1.5 Re-Inspection of theatre after repairing of non-complying items ea 1

2.1.6 Re-Inspection of ICU after repairing of non-complying items ea 1

2.1.7 Re-Inspection of standard 3 phase installations after repairing of non- ea 30

complying items

2,2 Repair existing Luminaires

Replacement of faulty flourescent tubes and lamps.

2.2.1 0.6m Flourescent Tubes

Supply ea 295

Install ea 295

2.2.2 18W Ballast

Supply ea 30

Install ea 30

2.2.3 1.2m Flourescent Tubes

Supply ea 700

Install ea 700

2.2.4 40W Ballast

Supply ea 60

Install ea 60

2.2.5 5W LED Downlighters

Supply ea 60

Install ea 60

2.2.6 16W 2D Tubes

Supply ea 20

Install ea 20

2.2.7 15W CFL Tube

Supply ea 60

Install ea 60

2.2.8 20W CFL Tubes

Supply ea 30

Install ea 30


DESCRIPTION

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ITEMPayment



2,3 Emergency Lighting

This part allows for the replacement of emergency lights batteries.

2.3.1 Provisional amount for the replacement of emergency lights

batteries sum 1

2,4 16A Socket outlet

Replacement of faulty socket outlets and the installation of additional

outlets to make provision for inadequate power points. This is

provisional quantities for the repair and installation of socket outlets

2.4.1 Replace 4X4 Double Switched Socket outlet

Supply ea 50

Install ea 50

2.4.2 New installation of 4X4 Double Switched Socket outlet

Supply ea 40

Install ea 40

2.4.3 Replace 2X4 Switched Socket outlet

Supply ea 35

Install ea 35

2.4.4 New installation of 2X4 Switched Socket outlet

Supply ea 20

Install ea 20

2,5 UVC Lights

This part allows for the replacement of all UV lamps, cleaning of units

and allow a provisional amount for fans and ballasts

2.5.1 UV Lamps

Supply ea 128

Install ea 128

2.5.2 Fans

Supply ea 20

Install ea 20

2.5.3 Ballast

Supply ea 30

Install ea 30

2.5.4 Cleaning of UV Units

UVGI Cleaning kit ea 1

Cleaning of UV Units ea 32


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BOQ No. 3: Earthing and Lightning Protection

3,1 Lightning Protection and Earthing System (LPS)

The System must be desigmed and installed in accordance with the

latest SANS Codes of Practice 10313 (2012) in conjunction with

SANS 62305-1-2-3-4:2011 and IEC 62305-1-2-3-4:2010, as well

as SANS 10199 (2016), SANS 1063 (2015) and SANS 62561:

1-7:2013.

Desgin, Supply and installation of an Lightning Protection System. The

following buildings and structures where tested and do not comply.

3.1.1 High Water Tank

1.2m Earth spike ea 4

35mm² BCEW m 40

Install sum 1

Testing of completed installation sum 1

3.1.2 Magalies Water Tank


35mm² BCEW m 80

Install sum 1


3.1.3 Water Pump House


35mm² BCEW m 40

Install sum 1


3.1.4 Pool House


35mm² BCEW m 40

Install sum 1


3.1.5 Guard House and Boom


35mm² BCEW m 90

Install sum 1


3.1.6 Diesel Bay


35mm² BCEW m 40

Install sum 1



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3.1.7 Stores


35mm² BCEW m 40

Install sum 1


3.1.8 Maintenance small Office


35mm² BCEW m 40

Install sum 1


3.1.9 Sewage Plant


35mm² BCEW m 40

Install sum 1


3.1.10 Oxygen Tank


35mm² BCEW m 40

Install sum 1


Note

The following specialists can be contacted for quotations:

HHK Earthing and Lightning Protection Systems or Advanced

Lightning Protection.


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BOQ No. 4: Nurse Call System

4,1 Nurse Call System

This part allows for the replacement of faulty parts on the existing

Micro Nursecall System.

4.1.1 Surgigal B

Supply - BHU R02 UB4 Patient Handset Unit ea 6

Install ea 6

Supply - MB-EBU-R Bed Unit ea 6

Install ea 6

Supply - MW-PPL-4x4 Latching Pull Cord ea 3

Install ea 3

Supply - Latching Push Button MW-PBL-C ea 3

Install ea 3

Supply - Outdoor Lights MI-ODL-C ea 2

Install ea 2

4.1.2 Surgigal A


Install ea 6


Install ea 6


Install ea 3


Install ea 3


Install ea 1

4.1.3 Medical B


Install ea 5


Install ea 5


Install ea 4


Install ea 4

4.1.4 Medical A


Install ea 4


Install ea 4



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Install ea 3


Install ea 3


Install ea 2

4.1.5 MDR

Supply - MM-Mimic Panel ea 1

Install ea 1

Supply - Power Supply ea 1

Install ea 1


Install ea 3


Install ea 3


Install ea 4


Install ea 4


Install ea 2

4.1.6 Casualties


Install ea 2


Install ea 2


Install ea 2


Install ea 3

4.1.7 NN ICU


Install ea 2


Install ea 2


Install ea 2

4.1.8 ICU


Install ea 10



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Install ea 10


Install ea 6


Install ea 1

4.1.9 Peadiatric


Install ea 12


Install ea 12


Install ea 8


Install ea 2

4.1.10 Delivery


Install ea 1


Install ea 1


Install ea 1


Install ea 2

4.1.11 Maternity Ward


Install ea 1


Install ea 1


Install ea 1


Install ea 3

4.1.12 Ante Natal Care


Install ea 2


Install ea 2


Install ea 2


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ITEMPayment




Install ea 2

4.1.13 Provisional Amounts

Allowance for the repair of Mimic Panels sum 1

Replace faulty cables sum 1


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BOQ No. 5: Psychiatric Ward

5,1

Internal Lighting, Switch Socket Outlets and Nurse Call System

This part make provision for the upgrading of the Psychiatric Ward

to be utilised as a normal medical ward. It will allow for the installation

of a Nurse Call System, additional switch socket outlets and the

replacement of existing Vandalproof luminaires.

5.1.1 Luminaires

5.1.1.1 1.5M Recessed Flourescent Luminaires

Supply ea 14

Install ea 14

5.1.1.2 1.5M Flourescent Tubes

Supply ea 80

Install ea 80

5.1.1.3 Recessed Downlighter PL9 Tubes

Supply ea 12

Install ea 12

5.1.1.4 15W LED Bulkhead

Supply ea 6

Install ea 6

5.1.2 Switch Socket Outlets

Supply ea 18

Install ea 18

5.1.3

The existing nurse call system is a "Micro Nursecall System".

The new system in the planned medical ward must be from the

same supplier.

Supply - MM-Mimic Panel ea 1

Install ea 1

Supply - Power Supply ea 1

Install ea 1


Install ea 18


Install ea 18


Install ea 7


Install ea 5



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Install ea 16

Supply - Junction Box ea 1

Install ea 1

Supply 2X4 Adaptors ea 18

Install ea 18

Supply - Cable sum 1

Install sum 1

Allowance for Trunking sum 1


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ITEMPayment


BOQ No. 6: Area Lighting

6,1 20m High Mast

Supply and installation of a 20m high mast as per specifications.

6.1.1 20m Mid-hinge mast c/w 6-way bracket and electrcal control panel.

Supply ea 3

Install ea 3

6.1.2 Excavation and casting of 25Mpa mast plinth, c/w soil and cube

tests, HD Bolts & Templates. All earthing materials per mast including

the lightning spike on top of the high mast and earth resistance of

than 10 Ohm. Complete installation as specified, with test certificate. ea 3

6.1.3 Delivery of masts to site sum 1

6,2 Luminaires

Supply and installation of Luminaires as per specification

6.2.1 250 W LED Luminaires

Supply ea 18

Install ea 18

6,3 Maintenance Kit

6.3.1 Supply of a portable Handwinch c/w Cable as per specification sum 1

6,4 Low Voltage (400V) supply Cables to High Mast

Supply & install low voltage (600/1000V) cable in ground, wire

channels, sleeves, conduits, and/or on racking in configurations

as indicated on site and or according to specifications.

600/1000V Grade PVC insulated stranded copper conductors

(SANS 1507-2) and drawn in conduits and/or sleeves:

6.4.1 600/1000V 16mm² x 4 core, PVC/SWA/PVC, Cu Cable

Supply m 400

Install m 400

6.4.2 Cable terminations c/w glands, shrouds, termination lugs and fixing

accessories for the above cables.

600/1000V 16mm² x 4 core, PVC/SWA/PVC, Cu Cable

Supply ea 6

Install ea 6

6.4.3 Low Voltage Cable Joint Kit

600/1000V 16mm² x 4 core, PVC/SWA/PVC, Cu Cable

Supply ea 3

Install ea 3


Page 11


ITEMPayment



6.4.4 Cable Warning Tape

Cable-warning PVC chevron tape laid in cable trenches at a

minimum depth of 300mm above the buried electrical cables.

Supply ea 300

Install ea 300

6,5 Circuit Breaker, 3 Pole, 6kA [CBI, QF 3(27)-D, Curve 1]

Supply ea 3

Install ea 3

6,6 Excavation

Excavate for cable and sleeve trenches including temporary

support of sides, keeping excavations dry, backfilling and

compaction. [Bedding under and fill around cable and sleeves

comprising of sifted sand.

Note: Contractor to make own assessment of % picable/soft

rock/hard rock. (Rate per running meter)

6.6.1 Cable Trenches 400mm wide and 500mm deep m 500

6,6 Additional cost for mast

Provisional amount for the excavation of the foundations in case of sum 1

poor soil conditions.


Page 12


AMOUNT

Internal Small Power(COC)

Earthing and Lightning Protection

Nurse Call System

Psychiatric Ward

Area Lighting


BOQ No. 6

BOQ No. 5


BOQ No. 2

BOQ No. 3

BOQ No. 4

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