C2.2 PRICING SCHEDULE (INCORPORATING SBD3) N007-070-2015-1... · SCHEDULE A: ROADWORKS ... Book cases No 2.0 (xviii) Voltage stabilizers No 4.0 (xix) Plan holders ... laboratory buildings

C-50

C2.2 PRICING SCHEDULE (INCORPORATING SBD3) SIGNED BY TENDERER ..........................................................................................................................

C-51

SCHEDULE A

ROADWORKS

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CONTRACT NRA N007-070-2015/1: THE PERIODIC MAINTENANCE (REPAIR AND RESEAL) OF NATIONAL ROUTE 7 SECTION 7 BETWEEN GARIES (Km 0.00) AND Km 60.00

SCHEDULE A: ROADWORKS

SECTION 1300

Item Description Unit Qty Rate Amount

R c

1300 CONTRACTOR'S ESTABLISHMENT ON SITE AND GENERAL OBLIGATIONS

B13.01 Contractor's general obligations: (a) Fixed obligations L/Sum 1.0 (b) Value-related obligations L/Sum 1.0 (c) Time-related obligations month 13.0 (d) Health and safety obligations month 13.0 (e) Provision of a 10 seater mini-bus day 13.0 (f) Environmental obligation month 13.0 (g) Monthly reporting cost month 13.0

Total Carried Forward To Summary

C-53



SECTION 1400


R c

1400 HOUSING, OFFICES AND LABORATORY FOR THE ENGINEER'S SITE PERSONNEL

14.01 Office and laboratory accommodation: (a) Offices (interior floor space only) m² 50.0 (b) Laboratories (interior floor space only) m² 150.0 (c) Open concrete working floors,150 mm

thick) m² 50.0 (d) Roofs over open concrete working

floors m² 50.0 (e) Ablution units m² 10.0 (f) Stores m² 50.0 14.02 Office and laboratory furniture: (a) Chairs No 20.0 (c) High chairs for laboratory No 2.0 (d) Desks, complete with drawers and

locks No 3.0 (f) Conference tables No 1.0 B14.03 Office and laboratory fittings, installations

and equipment: (a) Items measured by number: (i) 220/250 volt power points No 10.0 (iii) Double 80 watt fluorescent light

fittings complete with ballast and tubes No 10.0 (vi) Wash-hand basins complete with taps

and drains No 2.0 (vii) Laboratory basins complete with

swanneck taps and drains No 2.0 (viii) Extractor fans installed complete

with own power connection No 2.0 (x) Fire extinguishers, 9,0 kg all purpose

dry powder type, complete mounted on wall with brackets No 4.0

(xi) Air conditioning units with 2,2 kW

minimum capacity, mounted and with own power connection No 4.0

Total Carried Forward

C-54



SECTION 1400


R c

Brought Forward

(xii) Heater, space-heating type, minimum capacity 1,5 kW No 4.0

(xiii) Curing chamber (2.0 x 1.0 x 0.8) for

UCS specimens, including the provision of brick partitions, plaster, paint and shelving, all complete No 1.0

(xiv) General-purpose steel cupboards

with shelves No 3.0 (xv) Steel filing cabinets with drawers No 3.0 (xvi) Refrigerators No 1.0 (xvii) Book cases No 2.0 (xviii) Voltage stabilizers No 4.0 (xix) Plan holders No 1.0 (xx) Floodlights complete with poles and

500 Watt minimum globes No 2.0 (xxi) Rain gauge No 2.0 (xxii) Minimum and maximum

thermometer No 2.0 (b) Prime cost items and items measured

and paid for in a lump sum: (iii) The provision of a direct telephone

line for the engineer, including the cost of calls in connection with contract administration and telephone rental PC Sum 1.0 20,000.00 20,000 00

(iv) Handling costs and profit in respect of

subsubitem B14.03(b)(iii) above % 20,000.00 (vii) The provision of 400/231 volt 3 -

phase electrical power installation, including all wiring, switchboards, mains connections, etc - Lump Sum

(viii) The provision of gas installations,

including gasstorage cylinders, tubing, regulators, gas burners and shut-off cocks - Lump Sum

(c) Items measured by area: (i) Shelving as specified, complete with

brackets m² 10.0


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SECTION 1400


R c

Brought Forward

(ii) Work-benches complete with concrete slab top, minimum thickness 75mm m² 10.0

(iv) Constant temperature baths and/or

plastered brick m² 5.0 (v) Foundations for laboratory equipment m² 5.0 (vi) Roller blinds, opaque type m² 10.0 (vii) Venetian blinds m² 10.0 (viii) Noticeboard as specified m² 5.0 14.04 Car ports (a) Car ports, as specified, at offices and

laboratory buildings No 6.0 14.08 Services (a) Services at office and laboratories (i) Fixed costs L/Sum 1.0 (ii) Running costs month 13.0


C-56



SECTION 1500


R c

1500 ACCOMMODATION OF TRAFFIC B15.01 Accommodating traffic and maintaining

temporary deviations: (a) On the national route km 60.0 (b) On cross-roads and service roads of

intersections km 1.0 B15.03 Temporary traffic-control facilities: (a) Flagmen man-day 5,950.0 (b) Portable STOP and GO-RY signs No 6.0 (e) Road signs, R- and TR-series, 1200

mm diam. (i) Fixed in ground No 75.0 (ii) Mounted on stand No 75.0 (f) Road signs, TW and W-series, 1500

mm sides (i) Fixed in ground No 40.0 (ii) Mounted on stand No 40.0 (g) Road signs, STW-, DTG-, TGS- and

TG-series (excluding delineators and barricades):

(i) Fixed in ground m² 20.0 (ii) Mounted on stand m² 20.0 (h) Delineators (TW401/402) (800 mm x

250 mm): (i) Single No 2,750.0 (ii) Double sided blade No 1,750.0 (i) Moveable barricade/road sign

combination (i) TW411/TR104 or TR103 combination No 6.0 (j) Traffic cones (750 mm high) No 50.0 (n) Other traffic control measures ordered

by the engineer (i) Provision of other traffic control

measures Prov Sum 1.0 75,000.00 75,000 00


C-57



SECTION 1500


R c

Brought Forward

(ii) Handling costs and profit in respect of subitem B15.03(n)(i) % 75,000.00

B15.04 Relocation of traffic-control facilities L/Sum 1.0 B15.10 Accommodation of traffic where the road

is constructed in half-widths km 5.0 B15.11 Traffic control devices (a) Providing signalised traffic control

devices No 6.0 (b) Operating signalised traffic control

devices month.s

et 36.0 B15.14 Amber flashing lights mounted on signs No 24.0 B15.15 Provision of safety equipment for use by

the engineer (a) Safety jackets No 10.0 B15.16 Provision of traffic safety (a) Traffic safety officer month 12.0 (b) Traffic safety vehicle month 12.0


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SECTION 1700


R c

1700 CLEARING AND GRUBBING 17.01 Clearing and grubbing ha 30.0 17.03 Re-clearing of surfaces (on the written

instructions of the Engineer only) ha 2.0 17.04 Clearing and grubbing at inlets and

outlets of hydraulic structures m² 2,440.0 17.05 Cleaning out of hydraulic structures (a) Pipes with an internal diameter up to

and including 750 mm m³ 180.0 (b) Pipes with an internal diameter

exceeding 750 mm m³ 120.0 (c) Box culverts up to and including 1,5 m

vertical dimension m³ 120.0 (d) Box culverts exceeding 1,5 m vertical

dimension m³ 300.0 B17.07 Removal and temporary stockpiling of

topsoil (a) In windrows alongside the work area m³ 1,000.0 (b) In temporary stockpiles after loading

material and including 1,0km freehaul m³ 6,000.0 17/B16.02 Overhaul of material hauled in access of

1.0 km m³km 3,000.0


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SECTION B1800


R c

B1800 DAYWORKS B18.01 Personnel: (a) Unskilled labour h 150.0 (b) Semi-skilled labour h 150.0 (c) Skilled labour h 150.0 (d) Ganger h 150.0 (e) Foreman h 100.0 B18.02 Equipment: (a) Front end loader, 2.0 m³ bucket h 50.0 (b) Backhoe loader, 0.75 m³ bucket h 50.0 (c) Compressor and two Jackhammers h 50.0 (d) Grader, 14000kg / 100kW h 50.0 (e) Vibratory roller, 10 000kg h 50.0 (f) Pneumatic roller, 17 000 kg h 50.0 (g) Pedestrian roller, double drum,

650mm wide h 50.0 (h) Water bowser, 10000l h 50.0 B18.03 Materials: (a) Procurement of materials Prov

Sum 1.0 50,000.00 50,000 00 (b) Contractor's handling costs, profit and

all other charges in respect of Subitem B18.03(a) % 50,000.00

B18.04 Transport (a) LDV (1,0 ton) km 5,000.0 (b) Flatbed truck (5,0 ton) km 5,000.0


C-60



SECTION 2100


R c

2100 DRAINS 21.01 Excavation for open drains (a) Excavating soft material situated

within the following depth ranges below the surface level

(i) 0 m up to 1,5 m m³ 1,750.0 21.02 Clearing and shaping existing open

drains m³ 1,000.0 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 150.0 (b) Extra over subitem 21.03 (a) for

excavation in hard material irrespective of depth m³ 20.0

B21.04 Impermeable backfilling to subsoil

drainage systems (a) Unstabilised natural gravel m³ 50.0 (b) G5 material stabilised with 4%

cementitious stabilising agent m³ 25.0 21.05 Banks and dykes m³ 150.0 B21.06 Natural permeable material in subsoil

drainage systems (washed crushed stone)

(b) Crushed stone obtained from

commercial sources (i) 19 mm crushed stone (Grade 1) m³ 75.0 21.08 Pipes in subsoil drainage systems: (b) Unplasticised PVC pipes and fittings,

normal duty complete with couplings (i) 110 mm internal dia. perforated or

slotted m 250.0 (ii) 110 mm internal dia. unperforated m 25.0 21.10 Synthetic-fibre filter fabric (a) Grade 2 as per table 2104/2 or similar

approved m² 550.0


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SECTION 2100


R c

Brought Forward

B21.12 Concrete outlet structures, manhole boxes, junction boxes and cleaning eyes for subsoil drainage systems:

(a) Outlet structures No 5.0 (d) Cleaning eyes No 5.0 21.13 Concrete caps for subsoil drain pipes No 5.0 21.15 Overhaul for material hauled in excess of

1,0 km free-haul (normal overhaul) m³km 2,500.0 21.16 Backfilling existing eroded side drains m³ 20.0 21.17 Test flushing of pipe subsoil drains No 5.0 B21.20 Exposing of existing subsoil drains m³ 200.0 B21.21 Clearing of subsoil drains m 250.0


C-62



SECTION 2200


R c

2200 PREFABRICATED CULVERTS 22.01 Excavation: (a) Excavating soft material situated

within the following depth ranges below the surface level:

(i) 0 m up to 1.5 m m³ 150.0 (b) Extra over subitem 22.01 (a) for

excavation of hard material, irrespective of depth m³ 50.0

22.02 Backfilling: (a) Using the excavated material m³ 100.0 (b) Using imported selected material m³ 50.0 (c) Extra-over subitems 22.02(a) and (b)

for soil cement backfilling 3% cement m³ 10.0 22.03 Concrete pipe culverts: (c) On class C bedding (ii) 600mm dia Ogee Pipe (Type 75D) m 100.0 22.07 Cast in situ concrete and formwork: (c) In inlet and outlet structures, skewed

ends, catchpits, manholes, thrust and anchor blocks, excluding formwork, but including class U2 surface finish

(i) Class 20/19 m³ 20.0 (d) Formwork of concrete under subitem

22.07(c) above (i) Vertical formwork for F1 surface finish m² 40.0 (ii) Vertical formwork for F2 surface finish m² 25.0 22.10 Steel reinforcement: (b) High-tensile steel bars t 0.25 (c) Welded steel fabric (i) Ref 617 kg 25.0 (ii) Ref 433 kg 25.0 22.12 Removing existing concrete: (a) Plain concrete m³ 10.0


C-63



SECTION 2200


R c

Brought Forward

(b) Reinforced concrete m³ 10.0 22.25 Overhaul on excavated material carted to

spoil, backfill material (but excluding Portland cement in the case of soil cement), existing structures demolished and removed to spoil, and removing and relaying, and removing and stacking existing prefabricated culverts, for haul in excess of the free-haul distance m³km 2,500.0


C-64



SECTION 2300


R c

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

23.01 Concrete kerbing: (a) Precast kerbing (Class 30/19) (i) Figure 8 m 240.0 23.03 Concrete chutes (DWG TD-D-RD-002-

V1): (a) 300 mm precast concrete chute m 200.0 23.05 Inlet, outlet, transition and similar

structures (Drawing TD-D-RD-002-V1): (b) In situ inlet structures for chutes as

shown on drawing, class 25/19 concrete No 40.0 (d) In situ outlet structures for chutes as

shown on drawing, class 25/19 concrete No 40.0


C-65



ASPHALT AND CONCRETE BERMS


R c

2400 ASPHALT AND CONCRETE BERMS 24.01 Asphalt berms: (b) Placed at existing guardrails (using

coldmix medium continuously graded asphalt) m 12,200.0


C-66



SECTION 3300


R c

3300 MASS EARTHWORKS B33.01 Cut and borrow to fill, including free-haul

up to 1,0 km: (a) Material in compacted layer

thicknesses of 200 mm and less: (ii) Compacted to 93% of Mod AASHTO

density m³ 6,000.0 B33.04 Cut to spoil including free-haul up to 1,0

km. Material obtained from: (a) Soft excavation m³ 4,500.0 (b) Intermediate excavation m³ 1,000.0 (c) Hard excavation m³ 100.0 B33.07 Removal of unsuitable material (including

free-haul of 1,0 km): (a) In layer thicknesses of 200 mm and

less: (i) Stable material m³ 100.0 (b) In layer thicknesses exceeding 200

mm: (i) Stable material m³ 100.0 33.10 Roadbed preparation and the compaction

of material: (a) Compaction to 90% of modified

AASHTO density m³ 4,750.0 33.11 Three roller passess compaction: (a) Vibratory roller m² 2,500.0 (f) Pneumatic tyred roller m² 2,500.0 33.13 Finishing-off cut and fill slopes, medians

and interchange areas (a) Cut slopes m² 2,900.0 (b) Fill slopes m² 2,900.0 33.16 Widening of fills as specified in sub-

clause 3307 (i) extra over: (a) Item B33.01 m³ 4,000.0


C-67



SECTION 3300


R c

Brought Forward

33.17 Extra over item B33.04 for spoiling material from benches constructed for widening of existing fills m³ 500.0

33/B16.02 Overhaul on materials hauled in excess

of 1,0 km (ordinary overhaul) m³km 55,000.0


C-68



SECTION 3400


R c

3400 PAVEMENT LAYERS OF GRAVEL MATERIAL

B34.01 Pavement layers constructed from gravel

obtained from commercial sources: (a) Gravel selected layer compacted to: (i) 93% of modified AASHTO density (150

mm thick) m³ 4,250.0 (ii) 95% of modified AASHTO density

(150 mm thick) m³ 4,250.0 (c) Gravel subbase (unstabilised gravel)

compacted to: (i) 97% of modified AASHTO density (150

mm thick) m³ 4,250.0 (e) Gravel base (unstabilized gravel)

compacted to: (i) 98% of modified AASHTO density (150

mm thick) m³ 850.0 (f) Gravel base (chemically stabilised

material) compacted to: (i) 98% of modified AASHTO density (200

mm thick) m³ 4,500.0 B34.04 In situ reconstruction of existing

pavement layers as: (j) Gravel base compacted to 98% of

modified AASHTO density (chemically stabilised material), using:

(i) Mixture of imported graded crushed

stone material and in-situ pre-milled bituminous and cement stabilised material in:

(1) 200 mm thickness for structural

repairs and widening of the base layer in 5.1 m half-width m³ 1,530.0

(2) 200 mm thickness for structural

repairs and widening of the base layer in 3.3 m half-width m³ 1,850.0

(ii) Mixture of imported graded crushed

stone material and in-situ natural gravel shoulder material in:

(1) 200 mm thickness for widening of the

base layer in 1.5 m half-width m³ 32,400.0


C-69



SECTION 3400


R c

Brought Forward

B34.06 Extra over item 34.04 for adding extra material as specified in subsubclause 3207(b)(iii):

(f) Graded crushed stone (minimum G3-

quality) base material from commercial sources, including all haul as free-haul m³ 8,950.0

34.07 Extra-over item 34.04 for temporarily

blading the material to windrow m³ 1,000.0 34.10 Compacting the excavated pavement

floor with 5 roller passes with: (a) Vibratory rollers m² 5,000.0 (e) Pneumatic-tyred rollers m² 5,000.0 34.11 Watering the excavated pavement floor kl 300.0


C-70



SECTION 3500


R c

3500 STABILIZATION 35.01 Chemical stabilization extra-over

unstabilized compacted layers: (a) Cement stabilised base for: (i) Reconstruction of existing cement

stabilised base and widening of surfaced shoulder to half-width of 5.1 m

(1) 200 mm thickness m³ 1,530.0 (ii) Reconstruction of existing cement

stabilised base and widening of surfaced shoulder to half-width of 3.3 m

(1) 200 mm thickness m³ 1,850.0 (iii) Widening of surfaced shoulder to

half-width of 1.5 m (1) 200 mm thickness m³ 32,400.0 (iv) Construction of climbing lanes 4.5 m

wide (1) 200 mm thickness m³ 4,500.0 B35.02 Chemical stabilizing agent: (a) CEM II 32,5 A-L cement t 2,500.0 35.04 Provision and application of water for

curing kl 10,000.0 B35.13 Extra over items 35.01 and 35.07 for trail

sections m³ 250.0


C-71



SECTION 3800


R c

3800 BREAKING UP EXISTING PAVEMENT LAYERS

B38.03 Milling out cemented crushed stone: (c) Average milling depth exceeding 100

mm: (i) Compressive strength of 10 MPa and

less m³ 2,590.0


C-72



SECTION 4100


R c

4100 PRIME COAT 41.01 Prime coat: (c) MC-30 cut-back bitumen litre 201,500.0


C-73



SECTION 4400


R c

4400 SINGLE SEALS 44.01 Single seals (Grade 1 aggregate): (b) Using 7.0 mm aggregate and Class S-

E1 binder m² 625,000.0 44.02 Bituminous binder variations: (l) Class S-E1 binder litre 31,250.0 44.03 Aggregate variations (Grade 1) (b) 7.0 mm aggregate m³ 320.0 44.04 Application of fog spray: (b) 30% cationic spray-grade emulsion litre 208,335.0 B44.05 Precoating of aggregate (using Bitukote

or similar approved): (b) 7.0 mm aggregate m³ 3,125.0 B44.10 Precoating fluid variations litre 1,000.0


C-74



SECTION 4500


R c

4500 DOUBLE SEALS 45.02 Bituminous binder variations: (l) Class S-E1 binder litre 47,500.0 (m) Class SC-E1 binder litre 20,380.0 45.03 Aggregate variations (Grade 1): (b) 14.0 mm aggregate m³ 80.0 (d) 7.0 mm aggregate m³ 80.0 45.04 Application of fog spray: (b) 30% cationic spray-grade emulsion litre 90,500.0 B45.05 Precoating of aggregate (using Bitukote

or similar approved): (b) 14.0 mm aggregate m³ 1,550.0 (c) 7.0 mm aggregate m³ 850.0 B45.08 Inverted double seal, using: (a) 14.0 mm and 7.0 mm aggregate

(Grade 1) using: (i) Class S-E1 binder m² 118,550.0 (ii) Class SC-E1 binder m² 50,950.0


C-75



BITUMINOUS SINGLE SEAL WITH SLURRY (CAPE SEAL)


R c

46.00 BITUMINOUS SINGLE SEAL WITH SLURRY (CAPE SEAL)

46.02 Bituminous single seal with 13,2 mm

aggregate and slurry:

(a) Using Grade 1 aggregate and SC-E1

binder m² 6,500.00 B46.03 Bituminous binder variations: (m) Modified spray grade emulsion of SC-

E1 binder litre 1,000.0 46.04 Aggregate variations: Rate Only (a) 14 mm nominal sized aggregate m³ 50.00 46.06 Slurry application rate variation t 25.00 46.07 Variation in active filler content (Cement) t 5.00 B46.09 Extra over items B46.02(a) and (b) and

46.06 for the addition of natural sand from commercial sources to the aggregate of the slurry t 20.00

B46.10 Second application of binder consisting of

35% spray grade emulsion litre 6,500.0


C-76



SECTION 4800


R c

4800 TREATMENT OF AN EXISTING SURFACE EXHIBITING CERTAIN DEFECTS

B48.14 Sealing cracks with 200mm wide

geotextile m 3,000.0 B48.15 Sealing cracks (a) Cleaning crack with hot compressed

air and sealing using Class C-R1 modified binder crack sealant m 1,000.0

B48.16 Establishment of Ultra-high Pressure

(UHP) Water-cutter L/Sum 1.0 B48.17 Removal of excess binder by means of

UHP Water-cutter m² 18,000.0


C-77



SECTION 5100


R c

5100 PITCHING, STONEWORK AND PROTECTION AGAINST EROSION

51.05 Concrete edge beams (Class 30/19 cast

in-situ concrete) m³ 160.0 51.07 Foundation trenches m³ 160.0


C-78



SECTION 5400


R c

5400 GUARDRAILS B54.01 Guardrails on 3.81m spaced posts: (a) Complete galvanised system on: (i) Timber posts m 110.0 (b) Extra over 54.01(a) for the following: (iii) End treatments where double

guardrail sections are used (including additional posts) No 20.0

(iv) Bridge adaptors (including extra rail

and posts) No 20.0 B54.04 Bridge adaptors to connect guardrail to

endblocks No 8.0 54.06 Reflective plates No 40.0 B54.07 Removing existing guardrails m 36,600.0 54.08 Renovating guardrail material (a) Guardrails and end treatments m 36,600.0 54.09 Re-erection of guardrails with recovered

and/or new material: (a) Single guardrail m 26,700.0 54.10 Re-erection of end treatments with

recovered material: (e) End treatments with double guardrails No 260.0 54.11 New material required for the re-erection

of guardrails with recovered materials: (a) Guardrails m 100.0 (b) Timber posts No 7,050.0 (d) Reflective plates No 2,500.0 (e) Spacer blocks No 7,050.0 (f) Splice bolt complete with nut and

washer No 2,500.0 (g) Post bolt complete with nut and

washer No 2,500.0 (h) Reinforcing plates No 2,500.0


C-79



SECTION 5400


R c

Brought Forward

54.12 Extra over items 54.01 and 54.02 for drilling and blasting holes for guardrail posts No 20.0

B54.14 Nailing of gang nail plates on top of

timber posts No 420.0


C-80



SECTION 5600


R c

5600 ROAD SIGNS B56.01 Road sign boards with painted or

coloured semi-matt background. Symbols, lettering and borders in semi- matt blackor Class 1 retro-reflective material, where the sign board is constructed from

(c) Prepainted galvanized steel plate

(chromadek or approved equivalent): (i) Area not exceeding 2 m² m² 45.0 (ii) Area exceeding 2 m² but not 10 m² m² 40.0 56.02 Extra over item 56.01 for using (a) Background of retro-reflective

material: (i) Class I m² 85.0 (ii) Class II m² 85.0 (b) Lettering, symbols, numbers, arrows,

emblems and borders of retro-reflective material of:

(i) Class II m² 25.0 (ii) Class III m² 25.0 56.03 Road sign supports (overhead road sign

structures excluded) (b) Timber: (i) 150 mm dia. creosote treated m 100.0 56.04 Kilometre posts, as per drawing No 10.0 56.05 Excavation and backfilling for road sign

supports (not applicable to kilometre posts) m³ 20.0

56.06 Extra over item 56.05 for cement-treated

soil backfill m³ 10.0 B56.10 Danger plates at culverts/structures (1200

mm x 300 mm) No 60.0


C-81



SECTION 5700


R c

5700 ROAD MARKINGS 57.02 Retro-reflective roadmarking paint: (a) White lines (broken or unbroken) (i) 100 mm wide km 50.0 (ii) 150 mm wide km 25.0 (iii) 300 mm wide km 0.2 (iv) 500 mm wide km 0.2 (b) Yellow lines (broken or unbroken) (ii) 150 mm wide km 120.0 (d) White lettering and symbols m² 500.0 (e) Yellow lettering and symbols m² 150.0 (f) Transverse lines, painted island and

arrestor bed markings (any colour) m² 250.0 57.04 Variations in rate of application: (a) White paint litre 100.0 (b) Yellow paint litre 100.0 B57.05 Road studs (installation and

maintenance): (a) STA +52 Roadstud No 3,750.0 (b) Ferro Lynx A200 No 3,750.0 B57.06 Setting out and premarking the lines

(Excluding traffic-island markings, lettering and symbols) km 360.0

57.07 Re-establishing the painting unit at the

end of the maintenance period L/Sum 1.0 57.09 Removal of existing roadstuds No 7,500.0


C-82



SECTION 5900


R c

5900 FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS

59.01 Finishing the road and road reserve: (b) Single carriageway road km 60.0


C-83



REST AREA CONCRETE FURNITURE


R c

B7600 REST AREA CONCRETE FURNITURE B76.01 Concrete rest area furniture per set No 10.0 B76.02 Concrete block paving m² 250.0 B76.03 Shelters No 10.0


C-84



SECTION 8100


R c

8100 TESTING MATERIALS AND WORKMANSHIP

B81.02 Other special tests requested by the

engineer: Prov Sum 1.0 100,000.00 100,000 00

B81.04 Financial contribution for the combined

laboratory month 13.0


C-85



SUMMARY OF SECTIONS

Section Description Amount (Rand)

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

1400 HOUSING, OFFICES AND LABORATORY FOR THE

ENGINEER'S SITE PERSONNEL ............................ 1500 ACCOMMODATION OF TRAFFIC ............................ 1700 CLEARING AND GRUBBING ............................ B1800 DAYWORKS ............................ 2100 DRAINS ............................ 2200 PREFABRICATED CULVERTS ............................ 2300 CONCRETE KERBING, CONCRETE CHANNELLING, CHUTES

AND DOWNPIPES, AND CONCRETE LININGS FOR OPEN DRAINS ............................

9 ASPHALT AND CONCRETE BERMS ............................ 3300 MASS EARTHWORKS ............................ 3400 PAVEMENT LAYERS OF GRAVEL MATERIAL ............................ 3500 STABILIZATION ............................ 3800 BREAKING UP EXISTING PAVEMENT LAYERS ............................ 4100 PRIME COAT ............................ 4400 SINGLE SEALS ............................ 4500 DOUBLE SEALS ............................ 17 BITUMINOUS SINGLE SEAL WITH SLURRY (CAPE SEAL) ............................ 4800 TREATMENT OF AN EXISTING SURFACE EXHIBITING

CERTAIN DEFECTS ............................ 5100 PITCHING, STONEWORK AND PROTECTION AGAINST

EROSION ............................ 5400 GUARDRAILS ............................ 5600 ROAD SIGNS ............................ 5700 ROAD MARKINGS ............................ 5900 FINISHING THE ROAD AND ROAD RESERVE AND TREATING

OLD ROADS ............................ B7600 REST AREA CONCRETE FURNITURE ............................ 8100 TESTING MATERIALS AND WORKMANSHIP ............................

Total Carried Forward To Summary Of Schedules

C-86

SCHEDULE B

STRUCTURES

C-87

CONTRACT NRA N007-070-2015/1: THE PERIODIC MAINTENANCE (REPAIR AND RESEAL) OF NATIONAL ROUTE 7 SECTION 7 BETWEEN GARIES (Km 0.00) AND Km 60.00 SCHEDULE B: STRUCTURES

SECTION 6400


R c

6400 CONCRETE FOR STRUCTURES 64.01 Cast in situ concrete: (a) Class 20/19 mass concrete: (i) To stone pitching m³ 3.0


C-88


SECTION 6600


R c

6600 NO-FINES CONCRETE, JOINTS, BEARINGS, BOLT GROUPS FOR ELECTRIFICATION, PARAPETS AND DRAINAGE FOR STRUCTURES

B66.05 Expansion joints: (a) Supply and installation of approved

plug type expansion joints in roadway between parapets:

(i) Silicon/Bituminous seal complete as

per drawing m 108.0 66.18 Numbers for structures (a) Number plates No 8.0 B66.27 Clean out expansion gaps by high-

pressure water jetting: (a) between deck ends and between deck

and abutments hour 10.0


C-89


SECTION F12300


R c

F12300 SURFACE & STRUCTURAL REPAIR OF CONCRETE MEMBERS

F123.03 Proprietary cementitious repair

compound: (a) Repair System 1 litre 230.0


C-90


SECTION F12600


R c

F12600 PROTECTIVE COATINGS & TREATMENTS FOR CONCRETE

F126.01 Cleaning and preparation of concrete

surface by high pressure water jetting to deteriorated concrete surfaces m² 230.0

F126.02 Application of protective treatment: (a) Coating System 1 m² 160.0


C-91


SUMMARY OF SECTIONS


6400 CONCRETE FOR STRUCTURES ............................ 6600 NO-FINES CONCRETE, JOINTS, BEARINGS, BOLT GROUPS

FOR ELECTRIFICATION, PARAPETS AND DRAINAGE FOR STRUCTURES ............................

F12300 SURFACE & STRUCTURAL REPAIR OF CONCRETE

MEMBERS ............................ F12600 PROTECTIVE COATINGS & TREATMENTS FOR CONCRETE ............................


C-92

SCHEDULE C

SMALL CONTRACTOR DEVELOPMENT, TRAINING AND COMMUNITY LIAISON

C-93

CONTRACT NRA N007-070-2015/1: THE PERIODIC MAINTENANCE (REPAIR AND RESEAL) OF NATIONAL ROUTE 7 SECTION 7 BETWEEN GARIES (Km 0.00) AND Km 60.00 SCHEDULE C: SMALL CONTRACTOR DEVELOPMENT, TRAINING AND COMMUNITY LIAISON

SECTION D1000


R c

D1000 SMALL CONTRACTOR DEVELOPMENT, TRAINING AND COMMUNITY LIAISON

D10.01 Training: (a) Generic skills (i) Training costs Prov

Sum 1.0 50,000.00 50,000 00 (ii) Handling cost and profit in respect of

subitem D10.01(a)(i) % 50,000.00 (b) NQF level 3 training: (i) Training costs Prov


subitem D10.01(b)(i) % 50,000.00 (c) NQF level 4 training: (i) Training costs Prov


subitem D10.01(c)(i) % 50,000.00 (d) Other costs during training Prov

Sum 1.0 35,000.00 35,000 00 (e) Training venue L/Sum 1.0 D10.02 Bonus Prov

Sum 1.0 250,000.00 250,000 00


C-94

CONTRACT NRA N007-070-2015/1: THE PERIODIC MAINTENANCE (REPAIR AND RESEAL) OF NATIONAL ROUTE 7 SECTION 7 BETWEEN GARIES (Km 0.00) AND Km 60.00 SCHEDULE C: SMALL CONTRACTOR DEVELOPMENT, TRAINING AND COMMUNITY LIAISON

SUMMARY OF SECTIONS


D1000 SMALL CONTRACTOR DEVELOPMENT, TRAINING AND COMMUNITY LIAISON ............................


C-95

CALCULATION OF TENDER SUM

C-96

C2.3 SUMMARY OF PRICING SCHEDULE SCHEDULE A: ROADWORKS ..................................... R ...............................................................

(from page C-85)

SCHEDULE B: BRIDGES ............................................ R .............................................................. .

(from page C-91)

SCHEDULE D: SMALL CONTRACTOR DEVELOPMENT,

TRAINING AND COMMUNITY

PARTICIPATION ................................ R .............................................................. .

(from page C-94)

SUBTOTAL ............................................................. R ............................................................... VALUE ADDED TAX: 14% of Subtotal ............................................................ R ...................................................... …….. __________________________________________________________________________________ TOTAL CARRIED TO C.1.1.1 : FORM OF OFFER R ............................................................... __________________________________________________________________________________ SIGNED BY TENDERER: .........................................................................................................................

Documents

C2.2 PRICING SCHEDULE (INCORPORATING SBD3) N007-070-2015-1... · SCHEDULE A: ROADWORKS ... Book cases No 2.0 (xviii) Voltage stabilizers No 4.0 (xix) Plan holders ... laboratory buildings