Ntabankulu Internal Streets Upgrade: Extension 6

NTABANKULU LOCAL MUNICIPALITY CONTRACT NO.: NLM/OTP/ISUE6/2017/18 NTABANKULU INTERNAL STREETS UPGRADE: EXTENSION 6

Part C1: Pricing Data

Content Pages

C2.1 Pricing Instructions 98-99

C2.2 Bills of Quantities 101-131

CONTRACT NO.: NLM/OTP/ISUE6/2017/18 97 Part C2: Pricing Data NTABANKULU LOCAL MUNICIPALITY CONTRACT NO.: NLM/OTP/ISUE6/2017/18 NTABANKULU INTERNAL STREETS UPGRADE: EXTENSION 6

C2.1 Pricing Instructions 1. For the purposes of this schedule of quantities, the following words shall have the meanings hereby assigned to them:

Unit: The unit of measurement for each item of works as defined in the specifications.

Quantity: The number of units of work for each item.

Rate: The payment per unit of measurement at which the tenderer tenders to do the work.

Amount: The product of the quantity and the rate tendered for an item.

Lump sum: An amount tendered for an item, the extent of which is described in the schedule of quantities, the specifications or elsewhere but the quantity of work of which is not measured in any units.

2. This schedule of quantities forms an integral part of the contract documents.

3. The quantities set out in the schedule of quantities are approximate quantities only. The quantities of workfinally accepted and certified for payment, and not the quantities given in the schedule of quantities, shall be used for determining payment to the contractor.

The validity of the contract shall in no way be affected by differences between the quantities in the schedule of quantities and the quantities finally certified for payment. Works shall be valued at the rates or lump sums tendered, subject only to the provisions for the general conditions of contract, paragraphs 11 and 12 of this preamble, and subclause 1209(a) of the standard specifications.

4. Rates and lump sums shall be comprehensive in accordance with subclause 1209(b) of the standard specifications. Full compensation for completing and maintaining, during the maintenance period, all the work shown on the drawings and specified in the specifications, and for all the risks, obligations and responsibilities specified in the general conditions of contract, special conditions of contract and specifications shall be considered as provided for collectively in the items of payment given in the schedule of quantities, except in so far as the quantities given in the schedule of quantities are only approximate.

5. The tenderer shall fill in a rate or a lump sum for each item where provision has been made for it, even where no quantities are given.

A tender may be rejected if the tenderer has not filled in a rate or a lump sum against each item and if the tenderer fails to furnish the rates or lump sums for such items within seven (7) days of having been notified in writing by the employer to do so.

The tenderer shall fill in a rate against all items where the words "rate only" appears in the amount column. The provisions of subclause 1209(f) of the standard specifications shall apply to rate-only items. Tenderers shall also note the provisions of paragraph 12 of this preamble.

The tenderer may not group a number of items together and tender one lump sum for such group of items. The tenderer also may not indicate against any item that full compensation for such item has been included in another item.

The tendered lump sums and rate shall be valid irrespective of any change in the quantities during the execution of the contract.

6. The works as executed will be measured for payment in accordance with the methods described in the contract documents under the various payment items, notwithstanding any custom to the contrary. Attention is directed to the provisions of clause 1220 of the standard specifications regarding the measurement of quantities for payment. Except where otherwise specified as in clause 1220, the nett measurement or mass of the finished work in place shall be taken for payment but excluding any volume or mass of work in excess of that ordered.

7. The amount of work or the quantities of material stated in the schedule of quantities shall not be considered as restricting or extending the amount of work to be done or quantity of material to be supplied by the contractor.

8. The stating of quantities of material or amount of work in the schedule of quantities shall not be regarded as authorization for the contractor to order material or to execute work. The contractor shall obtain the engineer's detailed instructions for all work before ordering any materials for or executing work or making arrangements in this regard.

9. The short descriptions of the payment items given in the schedule of quantities are only for the purposes of identifying the items and providing specific details. Reference shall be made, inter alia, to the drawings, standard specifications, project specifications, general conditions of contract and special conditions of contract for more detailed information regarding the extent of the work entailed under each item.

10. Reference shall be made to clause 48 of the general conditions of contract regarding provisional sums and prime cost sums.

11. Subject to the conditions stated in paragraph 12 below, the rates and lump sums filled in by the tenderer in the schedule of quantities shall be final and binding and may not be adjusted should there be any mistakes in the extensions thereof. Should there be any discrepancies between the correctly extended totalled schedule of quantities and the tender sum, the rates will be regarded as being correct, and the employer shall have the right to make such adjustments to the tender sum as he may deem necessary in order to reconcile the total of the schedule of quantities with the tender sum. In such an event the contractor will be consulted but failing agreement between the parties, the decision of the employer shall be final and binding. Such adjustment of the tender sum shall take place only after acceptance of the tender, but prior to the signing of the contract. In their own interest tenderers should make double sure of the correctness of their tendered rates, the extensions and the tender sum.

12. A tender may be rejected if the unit rates or lump sums for some of the items in the schedule of quantities are, in the opinion of the employer, unreasonable or out of proportion, and the tenderer fails, within a period of seven (7) days of having been notified in writing by the employer to adjust the unit rates or lump sums for such items, to make such adjustments.

13. The units of measurement indicated in the schedule of quantities are metric units. The following abbreviations are used in the schedule of quantities:

mm = millimetre h = hour m = metre kg = kilogram km = kilometre t = ton (1000 kg) m² = square metre No. = number m².pass = square metre-pass sum = lump sum ha = hectare MN = meganewton m³ = cubic metre MN.m = meganewton-metre m³.km = cubic metre-kilometre P C sum = Prime Cost sum l = litre Prov sum = Provisional sum kl = kilolitre % = per cent MPa = megapascal kW = kilowatt

14. All rates and sums of money quoted in the schedule of quantities shall be in rands and whole cents. Fractions of a cent shall be discarded.

15. The item numbers appearing in the schedule of quantities refer to the corresponding item numbers in the standard specifications. Item numbers prefixed by the letter B refer to payment items described under part B of the project specifications; those prefixed by C refer to part C, etc for further parts of the project specifications. Item numbers in schedule B of the schedule of quantities are in addition, preceded by the schedule number of each separate part of schedule B of the schedule of quantities, eg payment item 62.02 described in the standard specifications (clause 6210), when used in part 3 of the schedule B of the schedule of quantities, would be numbered 3/62.02, and if this payment item had been amended in part B of the project specifications, the payment item would be indicated as 3/B62.02.

NB: TENDERERS MUST COMPLETE THE SCHEDULE OF QUANTITIES IN BLACK INK

C2.2 Bills of Quantities

CONTENTS PAGES

BILL OF QUANTITIES 101- 131

1200 GENERAL REQUIREMENTS AND PROVISIONS Item Description Unit Quantity Rate Amount No 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 Prov 160mm - 350mm. 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 Item Description Unit Quantity Rate Amount No 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

1400 HOUSING, OFFICES AND LABORA- TORY FOR THE ENGINEER'S SITE PERSONNEL Item Description Unit Quantity Rate Amount No 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 PC with contract administration 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 Prov accommodation as described in subsubclause 1403(c)(ii) 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 Item Description Unit Quantity Rate Amount No 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

1500 ACCOMODATION OF TRAFFIC Item Description Unit Quantity Rate Amount No 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

1700 CLEARING AND GRUBBING Item Description Unit Quantity Rate Amount No 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

1800 DAYWORKS Item Description Unit Quantity Rate Amount No 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

2100 DRAINS Item Description Unit Quantity Rate Amount No 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

2200 PREFABRICATED CULVERTS Item Description Unit Quantity Rate Amount No 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

2300 CONCRETE KERBING, CONCRETE CHANNELLING, CHUTES AND DOWNPIPES, AND CONCRETE LININGS FOR OPEN DRAINS Item Description Unit Quantity Rate Amount No 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

3300 MASS EARTHWORKS Item Description Unit Quantity Rate Amount No 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

3400 PAVEMENT LAYERS OF GRAVEL MATERIAL Item Description Unit Quantity Rate Amount No 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

3500 STABILIZATION Item Description Unit Quantity Rate Amount No 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

5100 PITCHING, STONEWORK AND PROTECTION AGAINST EROSION Item Description Unit Quantity Rate Amount No 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

5200 GABIONS Item Description Unit Quantity Rate Amount No 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 similar m² 50.0

5600 ROAD SIGNS Item Description Unit Quantity Rate Amount No 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

5700 ROAD MARKINGS Item Description Unit Quantity Rate Amount No 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

5900 FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS Item Description Unit Quantity Rate Amount No 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

7100 CONCRETE PAVEMENTS Item Description Unit Quantity Rate Amount No 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

7300 CONCRETE BLOCK PAVING FOR ROADS Item Description Unit Quantity Rate Amount No 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

8100 TESTING MATERIALS AND WORKMANSHIP Item Description Unit Quantity Rate Amount No R c 81 TESTING MATERIALS AND WORKMANSHIP

B81.02 Other special tests requested by the engineer Prov Sum 1.0

SUMMARY OF SECTIONS

SECTION DESCRIPTION AMOUNT (RAND) 1200 1200 GENERAL REQUIREMENTS AND PROVISIONS ......

1300 1300 CONTRACTOR'S ESTABLISHMENT ON SITE AND GENERAL OBLIGATIONS ......

1400 1400 HOUSING, OFFICES AND LABORA- TORY FOR THE ENGINEER'S SITE PERSONNEL ......

1500 1500 ACCOMODATION OF TRAFFIC ......

1700 1700 CLEARING AND GRUBBING ......

1800 1800 DAYWORKS ......

2100 2100 DRAINS ......

2200 2200 PREFABRICATED CULVERTS ......

2300 2300 CONCRETE KERBING, CONCRETE CHANNELLING, CHUTES AND DOWNPIPES, AND CONCRETE LININGS FOR OPEN DRAINS ......

3300 3300 MASS EARTHWORKS ......

3400 3400 PAVEMENT LAYERS OF GRAVEL MATERIAL ......

3500 3500 STABILIZATION ......

5100 5100 PITCHING, STONEWORK AND PROTECTION AGAINST EROSION ......

5200 5200 GABIONS ......

5600 5600 ROAD SIGNS ......

5700 5700 ROAD MARKINGS ......

5900 5900 FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS ......

7100 7100 CONCRETE PAVEMENTS ......

7300 7300 CONCRETE BLOCK PAVING FOR ROADS ......

8100 8100 TESTING MATERIALS AND WORKMANSHIP ......

TOTAL CARRIED FORWARD TO SUMMARY OF SCHEDULES

C10.00 EMPLOYMENT OF LOCAL LABOUR AS EPWP BENEFICIARIES Item Description Unit Quantity Rate Amount No 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 PC labour Sum 1.0

(b) Contractor's charge to allow for handling cost and profit in respect of subitem C10.2(a) % 50,000.0

SUMMARY OF SECTIONS

SECTION DESCRIPTION AMOUNT (RAND) 1 C10.00 EMPLOYMENT OF LOCAL LABOUR AS EPWP BENEFICIARIES ......

D10.00 PROVISION OF COMPULSORY TRAINING Item Description Unit Quantity Rate Amount No 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

SUMMARY OF SECTIONS

SECTION DESCRIPTION AMOUNT (RAND) 1 D10.00 PROVISION OF COMPULSORY TRAINING ......

HEALTH AND SAFETY SPECIFICATION Item Description Unit Quantity Rate Amount No 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 Prov Engineer 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

SUMMARY OF SECTIONS

SECTION DESCRIPTION AMOUNT (RAND) 1 HEALTH AND SAFETY SPECIFICATION ......

HIV/AIDS SPECIFICATION Item Description Unit Quantity Rate Amount No R c F1000 HIV/AIDS SPECIFICATION

F10.01 HIV/AIDS Awareness obligations L/Sum 1.0

SUMMARY OF SECTIONS

SECTION DESCRIPTION AMOUNT (RAND) 1 HIV/AIDS SPECIFICATION ......

SUMMARY OF SCHEDULES

Schedule Description Amount (Rand) 1 SCHEDULE A: ROAD AND STORMWATER ......

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 ......

SUBTOTAL ......

ADD CONTINGENCIES @ 5% ...... SUBTOTAL ......

ADD VAT @ 14% ...... TOTAL

CONTRACT NO.: NLM/OTP/ISUE6/2017/18 132 Part C2: Pricing Data