1200 GENERAL REQUIREMENTS AND PROVISIONS
ItemNo / Description / Unit / Quantity / Rate / Amount
R / c
1200 / 1200 GENERAL REQUIREMENTS AND PROVISIONS
B12.01 / Contract information signboard / No / 1.0
B12.02 / Additional Survey as requested by the Engineer:
(a) Additional survey as required by the Engineer / PC Sum / 1.0 / 40,000.00 / 40,000 / 00
(b) Handling costs, profits and all other charges in respect of Item 12.02 (a) / % / 40,000.00
B12.03 / Identification of location of existing services within the site
(a) Identification and/or confirmation of services by use of hand excavation less than 1.5m deep / m³ / 220.0 / 65.00 / 14,300 / 00
(b) Providing the Engineer with a detailed set of services' drawings and schedules after the investigation. / L/Sum / 1.00
B12.04 / Protection, removal, realignment and replacement of services
(a) Telkom services
(i) Underground ducts and cables / Prov Sum / 1.0 / 50,000.00 / 50,000 / 00
(ii) Handling costs, profits and all other charges in respect of Item 12.04 (a) (i) / % / 50,000.00
(b) Electrical services
(i) Underground ducts and cables / Prov Sum / 1.0 / 100,000.00 / 100,000 / 00
(ii) Handling costs, profits and all other charges in respect of Item 12.04 (b) (i) / % / 100,000.0
(c) Water pipes
(i) Relocation of existing water pipelines / Prov Sum / 1.0 / 150,000.00 / 150,000 / 00
(ii) Handling costs, profits and all other charges in respect of Item 12.04 (c) (i) / % / 150,000.0
(d) Sewer pipes
(i) Relocation of existing sewer pipes with diameter between 160mm - 350mm. / Prov Sum / 1.0 / 200,000.00 / 200,000 / 00
(ii) Handling costs, profits and all other charges in respect of Item 12.04 (d) (i) / % / 200,000.0
B12.05 / Reinstating trenches crossing roads :
a) Selected layers / m2 / 50.0
b) Subbase / m2 / 50.0
c) Base (incl. prime) / m2 / 50.0
d) Bituminous surfacing (including tack coat) / m2 / 50.0
Total Carried Forward To Summary
1300 CONTRACTOR'S ESTABLISHMENT ON SITE AND GENERAL OBLIGATIONS
ItemNo / Description / Unit / Quantity / Rate / Amount
R / c
13 / 1300 CONTRACTOR'S ESTABLISHMENT ON SITE AND GENERAL OBLIGATIONS
B13.01 / Contractor's general obligations
(a) Fixed obligations / Sum / 1.0
(b) Value-related obligations / Sum / 1.0
(c) Time-related obligations / month / 6.0
(d) Environmental obligations / month / 6.0
(e) Monthly reporting costs / month / 6.0
Total Carried Forward To Summary
1400 HOUSING, OFFICES AND LABORA- TORY FOR THE ENGINEER'S SITE PERSONNEL
ItemNo / Description / Unit / Quantity / Rate / Amount
R / c
14 / 1400 HOUSING, OFFICES AND LABORA- TORY FOR THE ENGINEER'S SITE PERSONNEL
14.01 / Office and laboratory accommodation
(a) Offices (interior floor space only) / m² / 24.0
(e) Ablution units / m² / 3.0
(f) Stores / m² / 30.0
(g) 1500mm wide roofed veranda over 100mm thick concrete floor slab around offices (all inclusive) / m² / 36.0
14.02 / Office and laboratory furniture
(a) Chairs / No / 10.0
(b) Draughtsman's stools / No / 2.0
(d) Desks, complete with drawers and locks / No / 2.0
(e) Drawing tables / No / 2.0
(f) Conference tables / No / 1.0
14.03 / Office and laboratory fittings, installations and equipment:
(a) Items measured by number:
(i) 220/250 volt power points / No / 2.0
(v) Single incandescent-light fittings complete with 100 watt globes / No / 2.0
(vi) Wash-hand basins complete with taps and drains / No / 1.0
(xi) Air-conditioning units with, 2,2kw minimum capacity, mounted and with own power connection / No / 2.0
(xv) Steel filling cabinets with drawers / No / 1.0
(b) Prime-cost items and items paid for in a lump sum;
(ix) Cellphone cost, including pro-rata rentals, for calls in connection with contract administration / PC Sum / 10,000 / 00
x) Handling costs and profit in respect of subitem B14.03 (b)(ix) above / % / 10,000.00
(c) Items measured by area:
(vi) Roller blinds, opaque type / m² / 16.0
viii) Notice boards as specified / m² / 10.0
14.04 / Car Ports:
Car ports, as specified, at offices and laboratory buildings / No / 2.0
14.07 / Rented, hotel and other accommodation:
(a) Provisional sum for providing rented housing, hotel or other accommodation as described in subsubclause 1403(c)(ii) / Prov Sum / 1.0
(b) Handling costs and profit in respect of subitem 14.07(a) / % / 60,000.00
Total Carried Forward
1400 HOUSING, OFFICES AND LABORA- TORY FOR THE ENGINEER'S SITE PERSONNEL
ItemNo / Description / Unit / Quantity / Rate / Amount
R / c
Brought Forward
14.08 / Services
(a) Services at office and laboratories
(1) Fixed costs / L/Sum / 1.0
(2) Running costs / month / 7.0
14,10 / Provision of photostat facilities / month / 7.0
Total Carried Forward To Summary
1500 ACCOMODATION OF TRAFFIC
ItemNo / Description / Unit / Quantity / Rate / Amount
R / c
15 / 1500 ACCOMODATION OF TRAFFIC
15.01 / Accommodating traffic and maintaining temporary deviations / km / 5.0
15.03 / Temporary traffic-control facilities
(a) Flagmen / man-day / 276.0
(b) Portable STOP and GO-RY signs / No / 2.0
(e) Road Signs, R- and TR- series (900 mm diameters) / No. / 5.0
(f) Road Signs, TW Series (1200 mm side) / No. / 5.0
(g) Roads signs, STW-, DTG-, TGS- and TG- SERIES (Engineering Grade background, sizes as specified for 40km/hr) / m² / 10.0
(h) Delineators (DTH50J) (SIZE - 600 mm x 150mm including sand bags)
(i) Single / No / 10.0
(ii) Mounted back to back / No / 4.0
(i) Movable barricaded /road sign combination ( 1600mm wide) / No / 2.0
(j) Two-way communication devices / No / 2.0
15.06 / Watering of temporary deviations / kl / 20,000.0
15.10 / Accommodation of traffic where the road is constructed in half-widths / km / 3.0
15.15 / Provision of traffic safety equipment for use by the Engineer
(a) Safety Jackets / No / 4.0
(b) Amber Flashing lights with magnetic mounts / No / 2.0
Total Carried Forward To Summary
1700 CLEARING AND GRUBBING
ItemNo / Description / Unit / Quantity / Rate / Amount
R / c
17 / 1700 CLEARING AND GRUBBING
B17.01 / Clearing and grubbing (Provisional) / ha / 3.0
B17.02 / Removal and grubbing of large trees and tree stumps / No / 2.0
B17.04 / Cleaning and grubbing at inlets and outlets of hydraulic structures / m³ / 5.0
B17.05 / Clearing out of hydraulic structures / m³ / 5.0
Total Carried Forward To Summary
1800 DAYWORKS
ItemNo / Description / Unit / Quantity / Rate / Amount
R / c
SECTION B1800: DAYWORKS
B18.01 / Personnel during normal working hours
(a) Unskilled labour / h / 200.0
(b) Semi-skilled labour / h / 200.0
(c) Skilled labour / h / 200.0
(d) Ganger / h / 200.0
(e) Flagmen / h / 200.0
B18.02 / Equipment
(a) Excavators on tracks from 70 kW up to 100 kW and mass 25t / h / 80.0
(b) Tractor-loader-backhoe
(i) Rubber tyred up to 50 kW and mass 7t / h / 80.0
(c) Self-propelled compactors
(i) Vibrating roller up to 1,0 m wide and mass 1,5 t / h / 80.0
(ii) Vibrating roller more than 80 kW and mass 8 t / h / 80.0
(d) Tipper truck up to 10t capacity / h / 80.0
Water trucks up to 10 000 l / h / 80.0
Motor grader from 95 kW up to 120 kW and mass 16 t / h / 80.0
B18.03 / Materials
Procurement of materials / Prov Sum / 1.0
Contractor's handling costs, profit and all other charges in respect to subitem B18.03(a) / % / 150,000.0
B18.04 / Transport
LDV / km / 3,200.0
Flatbed truck / km / 1,000.0
Total Carried Forward To Summary
2100 DRAINS
ItemNo / Description / Unit / Quantity / Rate / Amount
R / c
21 / 2100 DRAINS
21.01 / Excavation for open drains:
i) 0 m up to 1,5 m - material to spoil / m³ / 25.0
B21.02 / Clearing and shaping of existing open drains / m³ / 25.0
21.03 / Excavation for subsoil drainage systems
(a) Excavating soft material situated within the following depth ranges below the surface level:
(i) 0 m up to 1,5 m / m³ / 1,200.0
(b) Extra over subitem 21.03(a) for excavation in hard material, irrespective of depth / m³ / 100.0
21.04 / Impermeable backfilling to subsoil drainage systems
a) G6 material stabilised with 4% stabilising agent / m³ / 360.0
21.06 / Natural permeable material in subsoil drainage systems (crushed stone):
(b) Crushed stone obtained from commercial sources (19mm nom. size) / m³ / 360.0
21.08 / Pipes in subsoil drainage systems, normal duty complete with couplings
i) 110mm perforated or slotted / m / 500.0
ii) 110mm unperforated (carrier) / m / 100.0
(iii) 160 mm internal diameter perforated or slotted / m / 1,800.0
iv) 160 mm unperforated (carrier) / m / 200.0
21.07 / Natural permeable material in subsoil drainage systems (sand):
(b) Sand from commercial source - coarse river sand / m³ / 710.0
21,10 / Synthetic-fibre filter fabric
(i) Grade 2 needle punched non-woven / m / 2,600.0
Total Carried Forward To Summary
2200 PREFABRICATED CULVERTS
ItemNo / Description / Unit / Quantity / Rate / Amount
R / c
22 / PREFABRICATED CULVERTS
B22.01 / Excavation
(a) Excavating soft material situated within the following depth ranges below the surface level:
(1) 0 m up to 1.5 m / m³ / 3,700.0
(2) Exceeding 1,5 m and up to 3,0 m / m³ / 800.0
(2) Exceeding 3,0 m and up to 4,5 m / m³ / 110.0
(b) Extra over subitem 22.01(a) for excavation in hard material, irrespective of depth / m³ / 150.0
B22.02 / Backfilling:
a) Using the excavated material / m³ / 330.0
(b) Using imported selected material / m³ / 970.0
22.03 / Concrete pipe culverts:
(c) On class C bedding
(4) 600mm dia. Class 100D / m / 1,750.0
22.17 / Manholes, catchpits, precast inlet and outlet structures complete
(a) Manholes
(i) As per Drwg No. STD 036 / No / 8.0
(b) Catch pits : Refer to Drwg STD 028
(i) Single splay / No / 15.0
(ii) Double splay / No / 15.0
(c) Outlet structure
(i) As per Drwg No. STD 016 / No / 5.0
B22.23 / Service ducts
(a) Ordinary pipes, 160mm PVC / m / 50.0
B22.29 / Breaking into existing drainage structures and building in pipes or culvers of diameter between 450mm - 750mm / No / 3.0
Total Carried Forward To Summary
2300 CONCRETE KERBING, CONCRETE CHANNELLING, CHUTES AND DOWNPIPES, AND CONCRETE LININGS FOR OPEN DRAINS
ItemNo / Description / Unit / Quantity / Rate / Amount
R / c
23 / 2300 CONCRETE KERBING, CONCRETE CHANNELLING, CHUTES AND DOWNPIPES, AND CONCRETE LININGS FOR OPEN DRAINS
23.01 / Concrete kerbing
(a) Precast kerbing to SABS 927
(ii) Fig 4 / m / 150.0
vi) Fig 8c (mountable) / m / 2,700.0
xii) Fig 12 / m / 5,400.0
23.07 / Trimming of excavations for concrete-lined open drains
a) In soft material / m³ / 15.0
23.08 / Concrete lining for open drains, 100mm thick using 25Mpa Concrete
ii) 1000 mm wide toe drain / m3 / 10.0
b) Class U2 surface finish to cast insitu concrete
ii) 1000 mm wide toe drain / m2 / 85.0
23.09 / Formwork to cast insitu concrete lining for open drains (Class F2 surface finish)
b) to sides with formwork on both internal and external / m2 / 10.0
c) To ends of slabs / m2 / 5.0
23.12 / Steel reinforcement
c) Welded steel fabric (Ref 193 Mesh) / kg / 175.0
23/16.02 / Overhaul on material hauled in excess of 1,0 km (ordinary overhaul) / m3-km / 50.0
B23.14 / Cutting bituminous surfacing and pavement layers for concrete kerbing, channelling or concrete lined drains / m / 25.0
B23.16 / Demolition and removal of existing kerbs and/channels / m³ / 25.0
B23.17 / Extra over item 23.01 and 23.02 concrete kerbing and channelling on curves:
(a) on curves with radii equal to 5,0m but less than 20m / m / 100.0
B23.18 / Extra over item 23.02 for drop kerbs at pedestrian crossings and driveways / m / 100.0
Total Carried Forward To Summary
3300 MASS EARTHWORKS
ItemNo / Description / Unit / Quantity / Rate / Amount
R / c
33 / 3300 MASS EARTHWORKS
B33.01 / Cut and borrow to fill including free-haul up to 1,0 km:
(a) Material in compacted layer thickness of 200mm and less, compacted to 93% of Mod AASHTO density
(i) Compacted to 93% of modified AASHTO density / m³ / 1,500.0
(e) Pioneer layer / m³ / 150.0
33.03 / Extra over item 33.01 for excavating and breaking down material in :
a) Intermediate excavation / m³ / 150.0
B33.04 / Cut to stockpile or spoil, including free-haul up to 1,0 km. Material obtained from:
(a) Soft excavation / m³ / 4,400.0
(b) Intermediate excavation / m³ / 2,250.0
33.07 / Removal of unsuitable material (including freehaul of 1,0 km)
b) In layer thicknesses exceeding 200 mm:
i) Stable material / m³ / 3,300.0
33/16.02 / Overhaul on material hauled in excess of 1.0 km (ordinary overhaul) / m3-km / 19,900.0
Total Carried Forward To Summary
3400 PAVEMENT LAYERS OF GRAVEL MATERIAL
ItemNo / Description / Unit / Quantity / Rate / Amount
R / c
34 / PAVEMENT LAYERS OF GRAVEL MATERIAL
34.01 / Pavement layers constructed from gravel taken from cut or borrow, including free haul up to 1,0 km
(a) Gravel selected layer compacted to:
(1) 93% of modified AASHTO density (200mm) / m³ / 3,900.0
(c) Gravel subbase (unstabilized gravel) compacted to:
(1) 95% of modified AASHTO density (150mm) / m³ / 2,950.0
(d) Gravel subbase (chemically stabilized material) compacted to:
(2) 96% of modified AASHTO density (in thickness range 100mm-125mm) / m³ / 500.0
(f) Gravel base (chemically stabilized material) compacted to:
(1) 97% of modified AASHTO density (100mm-125mm compacted layer thickness) / m³ / 2,450.0
34/16.02 / Overhaul on material hauled in excess of 1,0 km (ordinary overhaul) / m3-km / 19,600.0
Total Carried Forward To Summary
3500 STABILIZATION
ItemNo / Description / Unit / Quantity / Rate / Amount
R / c
35 / STABILIZATION
35.01 / Chemical stabilization extra over unstabilized compacted layers
(b) Sub-base
(2) 125mm thickness / m³ / 500.0
(c) Base
(2) 125mm thickness / m³ / 2,450.0
35.02 / Chemical stabilizing agent:
(a) Ordinary portland cement / t / 200.0
35.04 / Provision and application of water for curing / kl / 20,000.0
35.06 / Curing with a bituminous membrane:
(a) MC 30 cut-back bitumen / l / 10,920.0
Total Carried Forward To Summary
5100 PITCHING, STONEWORK AND PROTECTION AGAINST EROSION
ItemNo / Description / Unit / Quantity / Rate / Amount
R / c
51 / PITCHING, STONEWORK AND PROTECTION AGAINST EROSION
51.01 / Stone pitching:
(b) Grouted stone pitching / m² / 20.0
(c) Grouted stone pitching on a concrete
(i) 100mm thick / m² / 20.0
B51.08 / Demolition of stone pitching / m³ / 10.0
Total Carried Forward To Summary
14
5200 GABIONS
ItemNo / Description / Unit / Quantity / Rate / Amount
R / c
52 / GABIONS
B52.01 / Foundation trench excavation and backfilling:
(a) In solid rock (material which requires blasting) / m³ / 15.0
(b) In all other classes of materials / m³ / 15.0
B52.02 / Surface preparation for bedding the gabions / m² / 25.0
B52.03 / Gabions:
(a) Galvanized gabion boxes
(b) PVC-coated gabion boxes (2 x 1 x 0.5m and 1m spacing) / m³ / 25.0
(d) PVC-coated gabion mattresses (6 x 2 x 0.3m and 1m spacing) / m³ / 20.0
B52.05 / Filter fabric
(b) Bidim A4 or similiar / m² / 50.0
Total Carried Forward To Summary
5600 ROAD SIGNS
ItemNo / Description / Unit / Quantity / Rate / Amount
R / c
56 / ROAD SIGNS
B56.01 / Road sign boards with painted or coloured semi-matt background. Symbols, lettering and borders in semi-matt black or in Class 1 retro-reflective material, where the sign board is constructed from:
(c) Prepainted galvanized steel plate (chromadek 1,6 mm thick or approved equivalent):
(i) Area not exceeding 2m2 / m² / 15.0
(e) Aluminium sheet regulatory warning and information signs
(1) Octagonal
(i) R1: Stop sign / No / 20.0
(ii) R1.3: 3-way stop sign / No / 3.0
(iii) R1.4: 4way stop sign / No / 2.0
(2) Triangular
(i) W204 & W205 warning signs / No / 5.0
(3) Round
(i) R201: Speed limit / No / 10.0
(ii) R202: Mass limit / No / 10.0
56.03 / Road sign supports:
(c) Steel post
(1) 100 mm dia. / m / 225.0
B56.05 / Excavation and backfilling for road sign supports / m³ / 10.0
56.06 / Extra over item 56.05 for cement-treated soil backfill / m³ / 5.0
Total Carried Forward To Summary
5700 ROAD MARKINGS
ItemNo / Description / Unit / Quantity / Rate / Amount
R / c
57 / ROAD MARKINGS
57.01 / Road marking paint:
(a) White lines (broken or unbroken)
(1) 100 mm wide / km / 2.6
(2) 200 mm wide / km / 1.0
(d) White lettering and symbols / m² / 5.0
57.06 / Setting out and premarking the lines (Excluding traffic-island markings, lettering and symbols) / km / 2.6
Total Carried Forward To Summary
5900 FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS
ItemNo / Description / Unit / Quantity / Rate / Amount
R / c
59 / FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS
B59.01 / Finishing the road and road reserve
(b) Single carriageway road / km / 2.6
Total Carried Forward To Summary
7100 CONCRETE PAVEMENTS
ItemNo / Description / Unit / Quantity / Rate / Amount
R / c
71 / CONCRETE PAVEMENTS
71.01 / Concrete trial pavement:
(b) Manual construction / m² / 100.0
71.02 / Concrete pavement, 30Mpa excluding texturing and curing for the following thicknesses
(i) 75mm / m² / 15,500.0
(ii) 100mm / m² / 100.0
71.04 / Texturing and curing the concrete pavement:
(a) Burlap-dragged and grooved texture / m² / 15,600.0
(b) Curing / m² / 15,600.0
71.05 / Variation in the rate of application of the curing compound / litre / 100.0
71.06 / Joints:
(a) Expansion joints complete (excluding dowels) / m / 600.0
(b) Longitudinal hinge joints:
(1) Sealed hinge joints (type indicated with reference to drawings) / m / 2,600.0
(c) Sealed transverse contraction joints sawn in two separate operations (widths as shown on the drawings) / m / 3,500.0
(d) Dowels bars - R 10 at 600mm centres and 500mm long / No / 4,350.0
(f) End caps for dowels at expansion joints / No / 4,350.0
(g) Forming and sealing the joints between asphalt and the concrete pavements / m / 50.0
71.07 / Drilling and testing of cores:
(a) 100 mm cores drilled from the pavement / No / 75.0
71.08 / Steel reinforcement in concrete pavement:
(c) Welded steel fabric, 193 mesh / kg / 30,108.0
71/41.01 / Prime coat:
(c) MC - 30 cut-back bitumen / l / 10,920.0
71/41.02 / Aggregate for binding / m² / 15,600.0
Total Carried Forward To Summary
7300 CONCRETE BLOCK PAVING FOR ROADS
ItemNo / Description / Unit / Quantity / Rate / Amount
R / c
73 / CONCRETE BLOCK PAVING FOR ROADS
73.01 / Concrete block paving including 20-25mm bedding sand
Segmented block paving
(i) G-Block 60mm Class 2 red / m² / 4,000.0
(ii) G-Block 80mm Class 2 red / m² / 450.0
73.03 / Provision of approved herbicide and ant poison:
(a) Provision of materials / PC Sum / 1.0 / 25,000.00 / 25,000 / 00
(b) Contractor's charges and profit added to the prime cost sum / % / 25,000.00
Total Carried Forward To Summary
8100 TESTING MATERIALS AND WORKMANSHIP
ItemNo / Description / Unit / Quantity / Rate / Amount
R / c
81 / TESTING MATERIALS AND WORKMANSHIP
B81.02 / Other special tests requested by the engineer / Prov Sum / 1.0
Total Carried Forward To Summary
SUMMARY OF SECTIONS
(RAND)
2 / 1200 GENERAL REQUIREMENTS AND PROVISIONS / ......
3 / 1300 CONTRACTOR'S ESTABLISHMENT ON SITE AND GENERAL OBLIGATIONS / ......
4 / 1400 HOUSING, OFFICES AND LABORA- TORY FOR THE ENGINEER'S SITE PERSONNEL / ......
5 / 1500 ACCOMODATION OF TRAFFIC / ......
7 / 1700 CLEARING AND GRUBBING / ......
8 / 1800 DAYWORKS / ......
8 / 2100 DRAINS / ......
9 / 2200 PREFABRICATED CULVERTS / ......
10 / 2300 CONCRETE KERBING, CONCRETE CHANNELLING, CHUTES AND DOWNPIPES, AND CONCRETE LININGS FOR OPEN DRAINS / ......
11 / 3300 MASS EARTHWORKS / ......
12 / 3400 PAVEMENT LAYERS OF GRAVEL MATERIAL / ......
13 / 3500 STABILIZATION / ......
14 / 5100 PITCHING, STONEWORK AND PROTECTION AGAINST EROSION / ......
15 / 5200 GABIONS / ......
16 / 5600 ROAD SIGNS / ......
17 / 5700 ROAD MARKINGS / ......
18 / 5900 FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS / ......
19 / 7100 CONCRETE PAVEMENTS / ......
20 / 7300 CONCRETE BLOCK PAVING FOR ROADS / ......
21 / 8100 TESTING MATERIALS AND WORKMANSHIP / ......
TOTAL CARRIED FORWARD TO SUMMARY OF SCHEDULES
C10.00 EMPLOYMENT OF LOCAL LABOUR AS EPWP BENEFICIARIES
ItemNo / Description / Unit / Quantity / Rate / Amount
R / c
C1000 / EMPLOYMENT OF LOCAL LABOUR AS EPWP BENEFICIARIES
C10.10 / Community Liaison:
(a) Community Liaison Officer / Prov Sum / 1.0 / 50,000.00 / 50,000 / 00
(b) Contractor's charge to allow for handling cost and profit in respect of subitem C10.1(a) / % / 50,000.0
C10.2 / Provision of EPWP branding and overalls:
(a) Provision of ORANGE overalls with branding for EPWP labour / PC Sum / 1.0
(b) Contractor's charge to allow for handling cost and profit in respect of subitem C10.2(a) / % / 50,000.0
Total Carried Forward To Summary
SUMMARY OF SECTIONS
(RAND)
1 / C10.00 EMPLOYMENT OF LOCAL LABOUR AS EPWP BENEFICIARIES / ......
TOTAL CARRIED FORWARD TO SUMMARY OF SCHEDULES
D10.00 PROVISION OF COMPULSORY TRAINING
ItemNo / Description / Unit / Quantity / Rate / Amount
R / c
D1000 / PROVISION OF COMPULSORY TRAINING
D10.01 / Compulsory Training
(a) Local Labour (Artisan Skills & Administration) / PC Sum / 1.0
(b) QSEs and EMEs / PC Sum / 1.0
(c) Contractor's charge to allow for handling cost and profit in respect of subitem D10.01(a) and(b) / % / 500,000.0
Total Carried Forward To Summary
SUMMARY OF SECTIONS
(RAND)
1 / D10.00 PROVISION OF COMPULSORY TRAINING / ......
TOTAL CARRIED FORWARD TO SUMMARY OF SCHEDULES
HEALTH AND SAFETY SPECIFICATION
ItemNo / Description / Unit / Quantity / Rate / Amount
R / c
E10.00 / HEALTH AND SAFETY SPECIFICATION
E10.00 / HEALTH AND SAFETY SPECIFICATION
E10.01 / Contractor's initial obligations in respect of the Occupational Health and Safety Act and Construction Regulations / L/Sum / 1.0
E10.02 / Contractor's time related obligations in respect of the Occupational Health and Safety Act and Construction Regulations / month / 6.0
E10.03 / Submission of the Health and Safety File / L/Sum / 1.0
E10.04 / Independent OH&S Officer
(a) Independent OH&S Safety Officer appointed by the Engineer / Prov Sum / 1.0 / 85,000.00 / 85,000 / 00
(b) Contractors charge to allow for handling cost and profit in respect of subitem E10.04(a) / % / 85,000.00
E10.05 / Protection of pedestrians at excavations / Prov Sum / 1.0
Total Carried Forward To Summary
SUMMARY OF SECTIONS
(RAND)
1 / HEALTH AND SAFETY SPECIFICATION / ......
TOTAL CARRIED FORWARD TO SUMMARY OF SCHEDULES
HIV/AIDS SPECIFICATION
ItemNo / Description / Unit / Quantity / Rate / Amount
R / c
F1000 / HIV/AIDS SPECIFICATION
F10.01 / HIV/AIDS Awareness obligations / L/Sum / 1.0
Total Carried Forward To Summary
SUMMARY OF SECTIONS
(RAND)
1 / HIV/AIDS SPECIFICATION / ......
TOTAL CARRIED FORWARD TO SUMMARY OF SCHEDULES
SUMMARY OF SCHEDULES
(RAND)
1 / SCHEDULE A:ROADS AND STORM WATER / ......
2 / SCHEDULE C: EMPLOYMENT OF LOCAL LABOR AS EPWP BENEFICIARIES / ......
3 / SCHEDULE D: PROVISION OF COMPULSORY TRAINING / ......
4 / SCHEDULE E: HEALTH AND SAFETY SPECIFICATION / ......
5 / HIV/AIDS SPECIFICATION / ......
TOTAL