Contract 1
Schedule 1
SECTION 1 : PRELIMINARY AND GENERAL
ITEM PAYMENT DESCRIPTION UNIT QTY RATE AMOUNT
NO
R c
1 SANS SECTION 1 : PRELIMINARY AND GENERAL
1200 A
1.1 SCHEDULED FIXED-CHARGE AND
VALUE-RELATED ITEMS
1.1.1 8.3.1 Contractual Requirements Sum 1 125,000.00 125,000 00
Establishment of Facilities on the Site
Facilities for Contractor
1.1.2 8.3.2.2 a) Offices and storage sheds Sum 1
1.1.3 8.3.2.2 b) Workshops Sum 1
1.1.4 8.3.2.2 d) Living accommodation Sum 1
1.1.5 8.3.2.2 e) Ablution and latrine facilities Sum 1
1.1.6 8.3.2.2 f) Tools and equipment Sum 1
1.1.7 8.3.2.2 g) Water supplies, electrical power and
communication Sum 1
1.1.8 8.3.2.2 h) Dealing with water Sum 1
1.1.9 8.3.2.2 i) Access to and on site Sum 1
1.1.10 8.3.4 Removal of Site Establishment Sum 1
1.2 SCHEDULED TIME-RELATED ITEMS
1.2.1 8.4.1 Contractual Requirements Sum 1 125,000.00 125,000 00
Operate and maintain facilities on the Site:
Facilities for Contractor
1.2.2 8.4.2.2 a) Offices and storage sheds Sum 1
1.2.3 8.4.2.2 b) Workshops Sum 1
1.2.4 8.4.2.2 d) Living accomodation Sum 1
1.2.5 8.4.2.2 e) Ablution and latrine facilities Sum 1
1.2.6 8.4.2.2 f) Tools and equipment Sum 1
1.2.7 8.4.2.2 g) Water supplies, electric power and
communications Sum 1
1.2.8 8.4.2.2 h) Dealing with water Sum 1
1.2.9 8.4.2.2 i) Access to and on site Sum 1
1.2.10 8.4.3 Supervision for Duration of Construction Sum 1
1.2.11 8.4.4 Company and Head office Overhead Costs for
the Duration of the Contract Sum 1
1.2.12 Contractors obligations in respect of Health and
Safety Sum 1 20,000.00 20,000 00
Total Carried Forward To Summary 270,000 00
1
Contract 1
Schedule 1
SECTION 2 : SITE CLEARANCE
ITEM PAYMENT DESCRIPTION UNIT QTY RATE AMOUNT
NO
R c
2 SANS SECTION 2 : SITE CLEARANCE
1200 C
2.1 CLEAR SITE
2.1.1 8.2.1 Clear and grub Site m² 650.0 7.00 4,550 00
2.1.2 8.2.2 Remove and grub vegetation including trees,
hedges, bushes etc, if any. Sum 1.0 3,500.00 3,500 00
2.1.3 8.2.9 Cart materials and debris to unspecified sites and
dump (provisional) Sum 1.0 3,500.00 3,500 00
Total Carried Forward To Summary 11,550 00
2
Contract 1
Schedule 1
SECTION 3 : EARTHWORKS
ITEM PAYMENT DESCRIPTION UNIT QTY RATE AMOUNT
NO
R c
3 SECTION 3 : EARTHWORKS
3.1 SANS SITE CLEARANCE
1200 C
Clear site, remove trees and other scheduled
obstructions
3.2 SANS EXCAVATION
1200 D
8.3.2
3.2.1 8.3.1.2 Remove topsoil to nominal depth 150mm,
stockpile, and maintain m² 650.0 6.50 4,225 00
8.3.2(a) Excavate in all materials and place within
freehaul distance for :
3.2.2 Cut-to-spoil to nearest approved municipal
dumping site m³ 75.0 180.00 13,500 00
3.2.3 Levelling site m³ 90.0 65.00 5,850 00
8.3.2(b) Extra-over items .2.2 & .2.3 for excavation in:
3.2.4 Hard rock material m³ 10.0 1,070.00 10,700 00
3.2.5 Boulder material, Class A m³ 5.0 1,070.00 5,350 00
3.2.6 Boulder material, Class B m³ 5.0 1,070.00 5,350 00
3.3 FINISHINGS
3.3.1 8.3.10 Topsoiling m² 140.0 65.00 9,100 00
Total Carried Forward To Summary 54,075 00
3
Contract 1
Schedule 1
SECTION 4 : CONCRETE (STRUCTURAL)
ITEM PAYMENT DESCRIPTION UNIT QTY RATE AMOUNT
NO
R c
4 SANS SECTION 4 : CONCRETE (STRUCTURAL)
1200 G
4.1 8.1.3 CONCRETE
8.4.2 Blinding layer in 20 MPa/40 mm concrete
4.1.1 50 mm minimum thickness m² 50.0 2,000.00 100,000 00
Strength concrete: 30 MPa/20mm
4.1.2 Footings m³ 25.0 2,400.00 60,000 00
4.1.3 Floor slabs m³ 80.0 2,800.00 224,000 00
Strength concrete: 30 MPa/20m min
superstructure
4.1.4 Deck slab m³ 42.0 4,800.00 201,600 00
4.2 8.1.1 FORMWORK
8.2.1 Rough walls below ground
4.2.1 Vertical plane m² 110.0 320.00 35,200 00
8.2.2 Smooth vertical plane to:
4.2.2 8.2.5 Horizontal plane m² 210.0 450.00 94,500 00
4.2.3 8.2.5 Vertical narrow widths up to 300 mm wide m 60.0 500.00 30,000 00
4.2.4 8.1.1.2 Chamfers exceeding 20 mm x 20 mm and
grooves m 44.0 250.00 11,000 00
4.3 8.1.2 REINFORCEMENT
8.3.1 High-tensile steel bars
4.3.1 8.1.2.2 Diameter: Refer to Concrete Design Engineers
Bending Schedule : Basic Price t 2.0 20,000.00 40,000 00
8.3.2 High-tensile welded mesh reinforcement
4.3.2 Type reference 193 in .... standard sheets m² 730.0 350.00 255,500 00
4.4 8.4.4 UNFORMED SURFACE FINISHES
Special surface finish (see PSG 7.4)
4.4.1 Hangar floor m² 510.0 75.00 38,250 00
4.4.2 Office floor m² 220.0 95.00 20,900 00
4.5 8.5 JOINTS
Joints as per detail shown on drawing no.
P1056/ST602
4.5.1 10mm Jointex not exceeding 300mm wide sealed
with polyurethane sealant m 48 65.00 3,120 00
4.5.2 Construction Joint CJ m 55 55.00 3,025 00
4.5.3 Saw Joint m 175 65.00 11,375 00
Total Carried Forward To Summary 1,128,470 00
4
Contract 1
Schedule 1
SECTION 5 : STRUCTURAL STEELWORK
ITEM PAYMENT DESCRIPTION UNIT QTY RATE AMOUNT
NO
R c
5 SANS SECTION 6 : STRUCTURAL STEELWORK
5.1 SANS 1200 SUPPLY AND FABRICATION
H
5.1.1 Preparation of shop detail drawings Sum 1
Supply and fabrication of steelwork = complete
with all the necessary steel members, including
corrosion protective paint layers:
Using steel to SANS 1431 Grade S355JR.
5.1.2 Universal Column - 406x178x67kg/m Steel
Column t 7.0 45,000.00 315,000 00
5.1.3 Universal Beam - 356x171x51kg/m Steel Rafter t 6.0 45,000.00 270,000 00
5.1.4 Universal Beam - 356x171x51kg/m Steel Haunch
Cut to Engineers specifications t 1.0 45,000.00 45,000 00
5.1.5 Universal Beam - 305x165x40kg/m Mezzanine
Beam t 3 45,000.00 135,000 00
5.1.6 Equal leg angle - 150x150x10mm Bracing t 7 45,000.00 315,000 00
5.1.7 Cold-formed lipped channel - 175x65x20x3mm
Purlin t 8.00 40,000.00 320,000 00
5.1.8 Steel Rainwater Gutter: Galvanized 3mm flat
metal sheet bend, including downpipes according
to approved steel workshop drawings. t 0.5 75,000.00 37,500 00
5.1.9 Steel stair assembly to include all required
members, erection, fixings, connections, supports
etc. Sum 1.0 75,000.00 75,000 00
DELIVERY of steelwork included in this bill
5.1.10 a) Normal loads t 32.00 650.00 20,800 00
5.2 ERECTION
5.2.1 Offloading, stacking on Site, and erection of
steelwork included under items 8.1.2 to 8.1.15.
Erection to include off-site welding and assembly
of steel members as per required shop detail
drawings. Pricing shall include all gusset plates,
cleats (apart from purlin cleats), base plates,
capping plates, etc. t 32.00 5,050.00 161,600 00
ERECTION BOLTS, NUTS AND WAHERS
Supply, deliver to Site and store as follows:
5.2.2 Grade 8.8 hot-dip galvanized/electro-plated bolts t 0.25 185,000.00 46,250 00
5.2.3 High-strength Grade 8.8 hot-dip
galvanised/electro-plated Anchor bolts fixed with
chemical dowling into concrete footing t 0.15 185,000.00 27,750 00
5.3 GROUTING
5.3.1 Grouting below baseplates, Sika Grout 212 or
similar approved m³ 2 23,000.00 46,000 00
Total Carried Forward To Summary 1,814,900 00
5
Contract 1
Schedule 1
SECTION 6 : CLADDING AND SHEETING
ITEM PAYMENT DESCRIPTION UNIT QTY RATE AMOUNT
NO
R c
6 SECTION 7 : CLADDING AND SHEETING
SANS SIDE AND ROOF CLADDING Supply, deliver to
1200 HB Site, erect and fix galvanized sheeting/cladding,
etc., including the supply of all necessary
fasteners, etc., and cutting and notching:
6.1 Approved troughed profile-cladding to sides and
gables, 0,8mm m² 600.0 350.00 210,000 00
6.2 Approved troughed profile-sheeting to roofs,
0,8mm m² 510.0 350.00 178,500 00
6.3 To forming of 90 degree bullnosing to a 500mm
radius m 95.0 150.00 14,250 00
8.2.3 Flashings
6.4 Ridge flashing 450-600mm girth x 1mm - 3
bends, baked enamel external finish m 30.0 310.00 9,300 00
6.5 Corner flashing 460-600 mm girth x 1mm - 3
bends, baked enamel external finish m 24.0 310.00 7,440 00
6.6 Apex flashing 610-925mm girth x 1mm - 3 bends,
baked enamel external finish m 30.0 310.00 9,300 00
6.7 Roof flashing 610-925mm girth x 1mm - 2 bends,
baked enamel external finish m 95.0 310.00 29,450 00
8.2.3 Rainwater goods
6.8 Downpipes, 150mm square x 1mm,including 7
shoes and 31 brackets m 24.0 150.00 3,600 00
8.2.4 Painting
6.9 Painting of downpipes, shoes and brackets as
specified in Subclause PSHB ... of the project
specification No. 4.0 150.00 600 00
6.8 PAINT
NOTE: For Preambles see "Model Preambles for
Trades (1999 edition) published by the
Association of South African Quantity Surveyors
before pricing this bill".
Cement plaster wood floated, on brickwork,
painted to client colour specifications
6.8.1 External m² 380 200.00 76,000 00
6.8.2 Internal m² 380 200.00 76,000 00
Total Carried Forward To Summary 614,440 00
6
Contract 1
Schedule 1
SECTION 7 : OTHER DISCIPLINES
ITEM PAYMENT DESCRIPTION UNIT QTY RATE AMOUNT
NO
R c
7 SECTION 7 : OTHER DISCIPLINES
7.1 ELECTRICITY
7.1.1 Supply and instal of internal and external
electricity cables, fixtures, boards as per
Electrical Engineers Specification. Sum 1 120,000.00 120,000 00
7.2 WATER
7.2.1 Supply and instal of internal and external water
connections, pipe, plumbing, etc as per Civil
Engineers Specification. Sum 1 90,000.00 90,000 00
7.3 SEWER RETICULATION
7.3.1 Supply and install of all required sewer
reticulation pipes, fixtures etc, as specified by the
Civil Engineers Specification. Sum 1 100,000.00 100,000 00
7.4 STORMWATER
7.4.1 Supply and install of all required stormwater
drains, pipes, fixtures etc, as specified by the Civil
Engineers Specification. Sum 1 120,000.00 120,000 00
7.5 PAVING
7.5.1 Supply and construction of all required paving to
include layerworks as specified by the Civil
Engineer. Sum 1 180,000.00 180,000 00
7.6 FIRE SAFETY
7.6.1 All fire equipment and required installations as
per enginee's specification, including specified
sprinkler system. Sum 1 750,000.00 750,000 00
Total Carried Forward To Summary 1,360,000 00
7
Contract 1
Schedule 1
SUMMARY OF SECTIONS
SECTION DESCRIPTION AMOUNT
(RAND)
1 SECTION 1 : PRELIMINARY AND GENERAL 270,000.00
2 SECTION 2 : SITE CLEARANCE 11,550.00
3 SECTION 3 : EARTHWORKS 54,075.00
4 SECTION 4 : CONCRETE (STRUCTURAL) 1,128,470.00
5 SECTION 5 : STRUCTURAL STEELWORK 1,814,900.00
6 SECTION 6 : CLADDING AND SHEETING 614,440.00
7 SECTION 7 : OTHER DISCIPLINES 1,360,000.00
SUBTOTAL 5,253,435.00
1 Add 10% Contingencies 525,343.50
SUBTOTAL 5,778,778.50
2 Add 15% VAT 866,816.78
Total Carried Forward To Summary Of Schedules 6,645,595.28
8
Contract 1
SUMMARY OF SCHEDULES
SCHEDULE DESCRIPTION AMOUNT
(RAND)
1 Hangar Project 6,645,595.28
Total 6,645,595.28
