Common use of Carried to Collection R Clause in Contracts

Carried to Collection R. Section 1 Bill No. 1 Preliminaries Page No Total Brought Forward from Page No. 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 Carried Forward R Section 1 Bill No. 1 Preliminaries Amount Brought Forward Page No R Total Brought Forward from Page No. 155 156 157 158 159 Carried to Final Summary R Section 1 Bill No. 1 Preliminaries Amount Amount Item No SECTION 2 Quantity Rate BUILDINGS BILL NO. 1 FOUNDATIONS (PROVISIONAL) NOTE : Unless otherwise stated herein, all items in this bill shall be deemed to fall into Work Group No. 104 for CPAP formula purposes SUPPLEMENTARY PREAMBLES Nature of ground The nature of the ground is assumed to be loose xxxxx material, therefore "earth", but possibly interspersed with "hard rock" or "soft rock" Carting away of excavated material Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site EARTHWORKS SITE CLEARANCE ETC Site clearance 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs and trees not exceeding 200mm girth, xxxx, etc m2 2,748 2 Stripping average 150mm thick layer of top soil and stockpiling on site m2 2,748 EXCAVATION, FILLING, ETC Excavation in earth not exceeding 2m deep 3 Reduced level m3 655 Carried to Collection Section 2 Bill No. 1 Foundations (Provisional) 4 Trenches m3 487 5 Holes m3 37 Extra over trench and hole excavations in earth for excavation in 6 Soft rock m3 28 7 Hard rock m3 15 Extra over all excavations for carting away 8 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m3 989 Risk of collapse of excavations 9 Sides of trench and hole excavations not exceeding 1,5m deep m2 1,539 Keeping excavations free of water 10 Keeping excavations free of all water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% Mod AASHTO density 11 Under floors, steps, pavings, etc m3 402 12 Backfilling to trenches, holes, etc m3 306 Earth filling of G6 material supplied by the contractor compacted in 150mm layers to 95% Mod AASHTO density 13 Under floors, steps, pavings, etc m3 640 Earth filling of G6 material supplied by the contractor, stabilized with 3% cement (CEM II X-X 32.5N) to achieve a C4 classification compacted in 150mm layers to 95% Mod AASHTO density 14 Under floors, steps, pavings, etc m3 68 Coarse river sand filling supplied by the contractor 15 Under floors etc m2 1,247 Carried to Collection R Section 2 Bill No. 1 Foundations (Provisional) SOIL POISONING Soil insectiside 16 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming m2 1,453 17 To bottoms and sides of trenches m2 1,885 CONCRETE (CPAP FORMULA WORK GROUP NO. 110) UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 15MPa/19mm concrete 18 Surface blinding under footings and bases m3 22 REINFORCED CONCRETE REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25MPa/19mm concrete 19 Strip footings m3 7 20 Bases m3 12 40MPa/19mm concrete 21 Columns m3 1 22 Beams m3 101 TEST BLOCKS 23 Making and testing 150 x 150 x 150mm concrete strength test cube (Provisional) No 36 ROUGH FORMWORK (DEGREE OF ACCURACY II) Carried to Collection R Section 2 Bill No. 1 Foundations (Provisional) Rough formwork to sides 24 Edges, risers, ends and reveals not exceeding 300mm high or wide (Provisional) m 208 Rough formwork to soffits 25 Column bases m2 34 26 Vertical sides of columns m2 24 REINFORCEMENT (CPAP FORMULA WORK GROUP NO. 114) Mild steel reinforcement to structural concrete work 27 8mm Diameter bars t 1.61 High tensile steel reinforcement to structural concrete work 28 10mm Diameter bars t 5.29 29 12mm Diameter bars t 12.95 30 16mm Diameter bars t 12.88

Carried to Collection R. Section 1 Bill No. 1 Preliminaries Page No Total Brought Forward from Page No. 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 Carried Forward 3 4 5 6 7 8 9 10 11 12 13 14 15 16 18 R Section 1 Bill No. 1 Preliminaries Amount Brought Forward Page No R Total Brought Forward from Page No. 155 156 157 158 159 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 Carried Forward R Amount Brought Forward Page No R Total Brought Forward from Page No. 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 Carried Forward R Amount Brought Forward Page No R Total Brought Forward from Page No. 56 57 58 59 60 61 62 63 64 65 66 67 68 Carried to Final Summary R Section 1 Bill No. 1 Preliminaries Amount Amount Item No SECTION 2 NO.2 BUILDING WORK BILL NO.1 FOUNDATIONS Quantity Rate BUILDINGS BILL NO. 1 FOUNDATIONS (PROVISIONAL) NOTE NOTE: Unless otherwise stated herein, all items in Tenderers are advised to study the Model Preambles for Trades before pricing this bill shall be deemed Tenderers are advised to fall into Work Group No. 104 for CPAP formula purposes study the Department of Public Works - Construction works: General Specification (PW371-A) and Construction works: Particular Specification (PW371-B) before pricing this bill SUPPLEMENTARY PREAMBLES Nature of ground The nature of the ground is assumed to be loose xxxxx materialweathered granite, therefore "earth", but possibly interspersed with "hard rock" Excavation for working space in rock Notwithstanding clause 11 page 8 of the Standard System of Measuring Building Work, excavation for working space in rock will be measured in cubic metres to the extent executed and given as "extra over" bulk excavation or "soft rock" trench and hole excavation as the case may be Carting away of excavated material Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site EARTHWORKS SITE CLEARANCE ETC Site clearance 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs and trees not exceeding 200mm girth, xxxx, etc m2 2,748 2 Stripping average 150mm thick layer of top soil and stockpiling on site m2 2,748 EXCAVATION, FILLING, ETC Excavation in earth not exceeding 2m deep 3 Reduced level m3 655 Carried to Collection Section 2 Bill No. 1 Foundations (Provisional) 4 Trenches m3 487 5 Holes m3 37 Extra over trench and hole excavations in earth for excavation in 6 Soft rock m3 28 7 Hard rock m3 15 Extra over all excavations for carting away 8 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m3 989 Risk of collapse of excavations 9 Sides of trench and hole excavations not exceeding 1,5m deep m2 1,539 Keeping excavations free of water 10 Keeping excavations free of all water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% Mod AASHTO density 11 Under floors, steps, pavings, etc m3 402 12 Backfilling to trenches, holes, etc m3 306 Earth filling of G6 material supplied by the contractor compacted in 150mm layers to 95% Mod AASHTO density 13 Under floors, steps, pavings, etc m3 640 Earth filling of G6 material supplied by the contractor, stabilized with 3% cement (CEM II X-X 32.5N) to achieve a C4 classification compacted in 150mm layers to 95% Mod AASHTO density 14 Under floors, steps, pavings, etc m3 68 Coarse river sand filling supplied by the contractor 15 Under floors etc m2 1,247 Carried to Collection R Section 2 Bill No. 1 Foundations (Provisional) SOIL POISONING Soil insectiside 16 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming m2 1,453 17 To bottoms and sides of trenches m2 1,885 CONCRETE (CPAP FORMULA WORK GROUP NO. 110) UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 15MPa/19mm concrete 18 Surface blinding under footings and bases m3 22 REINFORCED CONCRETE REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25MPa/19mm concrete 19 Strip footings m3 7 20 Bases m3 12 40MPa/19mm concrete 21 Columns m3 1 22 Beams m3 101 TEST BLOCKS 23 Making and testing 150 x 150 x 150mm concrete strength test cube (Provisional) No 36 ROUGH FORMWORK (DEGREE OF ACCURACY II) Carried to Collection R Section 2 Bill No. 1 Foundations (Provisional) Rough formwork to sides 24 Edges, risers, ends and reveals not exceeding 300mm high or wide (Provisional) m 208 Rough formwork to soffits 25 Column bases m2 34 26 Vertical sides of columns m2 24 REINFORCEMENT (CPAP FORMULA WORK GROUP NO. 114) Mild steel reinforcement to structural concrete work 27 8mm Diameter bars t 1.61 High tensile steel reinforcement to structural concrete work 28 10mm Diameter bars t 5.29 29 12mm Diameter bars t 12.95 30 16mm Diameter bars t 12.88R

Carried to Collection R. Section 1 Bill No. 1 Preliminaries Page No Total Brought Forward from Page No. 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 Carried Forward R Section 1 Bill No. 1 Preliminaries Amount Brought Forward Page No R Total Brought Forward from Page No. 155 156 157 158 159 Carried to Final Summary R Section 1 Bill No. 1 Preliminaries Amount Amount Item No SECTION 2 Quantity Rate BUILDINGS BILL NOThe vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. 1 FOUNDATIONS (PROVISIONAL) NOTE : Unless otherwise stated hereinFormwork to soffits of solid slabs etc., all items in this bill shall be deemed to fall into Work Group Nobe to slabs not exceeding 250mm thick unless otherwise described. 104 Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for CPAP formula purposes SUPPLEMENTARY PREAMBLES Nature of ground The nature of the ground is assumed to be loose xxxxx material, therefore "earth", but possibly interspersed with "hard rock" design reasons. Formwork necessitated by irregularity or "soft rock" Carting away collapse of excavated material Descriptions of carting away of excavated material faces will not be measured and the cost thereof shall be deemed to include loading excavated material onto trucks directly from be included in the excavations or, alternatively, from stock piles situated on allowance for taking the building site EARTHWORKS SITE CLEARANCE ETC Site clearance 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs and trees not exceeding 200mm girth, xxxx, etc m2 2,748 2 Stripping average 150mm thick layer of top soil and stockpiling on site m2 2,748 EXCAVATION, FILLING, ETC Excavation in earth not exceeding 2m deep 3 Reduced level m3 655 Carried to Collection Section 2 Bill No. 1 Foundations (Provisional) 4 Trenches m3 487 5 Holes m3 37 Extra over trench and hole excavations in earth for excavation in 6 Soft rock m3 28 7 Hard rock m3 15 Extra over all excavations for carting away 8 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m3 989 Risk risk of collapse of excavations 9 Sides of trench and hole excavations not exceeding 1,5m deep m2 1,539 Keeping excavations free of water 10 Keeping excavations free of all water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% Mod AASHTO density 11 Under floors, steps, pavings, etc m3 402 12 Backfilling to trenches, holes, etc m3 306 Earth filling of G6 material supplied by the contractor compacted in 150mm layers to 95% Mod AASHTO density 13 Under floors, steps, pavings, etc m3 640 Earth filling of G6 material supplied by the contractor, stabilized with 3% cement (CEM II X-X 32.5N) to achieve a C4 classification compacted in 150mm layers to 95% Mod AASHTO density 14 Under floors, steps, pavings, etc m3 68 Coarse river sand filling supplied by the contractor 15 Under floors etc m2 1,247 Carried to Collection R Section 2 Bill No. 1 Foundations (Provisional) SOIL POISONING Soil insectiside 16 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming m2 1,453 17 To bottoms and sides of trenches m2 1,885 CONCRETE (CPAP FORMULA WORK GROUP NOthe excavations, provision for which is made in Earthworks. 110) UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 15MPa/19mm concrete 18 Surface blinding under footings and bases m3 22 REINFORCED CONCRETE REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25MPa/19(PROVISIONAL) Quantity Rate 25 MPa/19mm concrete 19 1 Strip footings (Provisional) m3 7 20 Bases m3 12 40MPa/1936 REINFORCED CONCRETE 25 MPa/19mm concrete 21 2 Apron slabs, paving, etc cast in panels to slight falls m3 6 3 Surface beds cast in panels on waterproofing m3 45 30MPa/19mm concrete cast on formwork 4 Bases (Provisional) m3 2 5 Columns in foundations (Provisional) m3 2 6 Columns m3 1 22 5 7 Beams m3 101 23 8 Stairs including landings, beams and inverted beams m3 2 Carried to Collection R Amount Item No CONCRETE SUNDRIES Quantity Rate Amount TEST BLOCKS 23 Concrete test cubes 9 Making and testing 150 x 150 x 150150 mm concrete strength test cube (Provisional) set to comprise of three cubes tested after 7 days, 21 days and 28 days No 36 15 Finishing top surfaces of concrete smooth with a wood float 10 Surface beds, slabs, etc m2 225 Finishing top surfaces of concrete smooth with a power float with high quality grey non-metalic commercial hardener added (7kg/m² in two operations) curing with curing compound at a rate of 7-10m²/l, subsequently removing curing compound and sealing with suitable sealer at a rate of 7m²/l 11 Surface beds, slabs, etc m2 225 Finishing top surfaces of concrete to an evenly ribbed no-slip surface 12 Apron slabs, paving, etc to slight falls m2 68 ROUGH FORMWORK (DEGREE OF ACCURACY II) Carried to Collection R Section 2 Bill No. 1 Foundations (ProvisionalCPAP Work Group 111) Rough formwork to sides 24 Edges, risers, ends and reveals General formwork: 13 Edges not exceeding 300mm high m 50 Rough formwork to sides 14 Rectangular columns in foundations (Provisional) m2 5 15 Rectangular columns m2 50 Carried to Collection R Item No Quantity Rate Amount Formwork to soffits including propping exceeding 1,5m not exceeding 3m high supporting reinforced concrete slab exceeding 250mm thick 16 Soffits of slabs m2 50 Extra over rough formwork to sides for special formwork 17 Steps m2 20 18 Sloping and stepped inner edges of xxxxx to stairs not exceeding 300mm high extreme m 60 Expansion joints with bitumen impregnated softboard between vertical concrete or wide brick surfaces 19 10mm Joints not exceeding 300mm high (Provisional) m 208 Rough formwork to soffits 25 Column bases m2 34 26 Vertical sides of columns m2 24 350 REINFORCEMENT (PROVISIONAL) (CPAP FORMULA WORK GROUP NOWork Group No. 114) Mild steel reinforcement to structural concrete work 27 8work, including cutting, bending, assembling and fixing in position 20 10 mm Diameter bars t 1.61 2.00 21 12 mm Diameter bars t 2.00 High tensile steel reinforcement to structural concrete work 28 10work, including cutting, bending, assembling and fixing in position. 22 10 mm Diameter bars t 5.29 29 123.00 23 12 mm Diameter bars t 12.95 30 163.00 24 16 mm Diameter bars t 12.883.00 Fabric reinforcement 25 Type 311 fabric reinforcement in surface beds (Provisional) m2 225 Carried to Collection R Section No. 2 Buildings Works (Provisional) Bill No. 2 Concrete, Formwork and Reinforcement COLLECTION Total Brought Forward from Page No. Carried Forward to Summary of Section No. 2 Page No 36 37 R Amount Item No SECTION 2 Quantity Rate BILL No. 3 MASONRY PREAMBLES The tenderer is referred to the relevant clauses in the separate document Specification of Materials and Methods to be used (Department of Public Works PW371) and to the Supplementary Preambles SUPPLEMENTARY PREAMBLES Supplementary Preambles and User Notes: BRICKWORK Sizes in descriptions: Where sizes in descriptions are given in brick units, 'one brick' shall represent the length and 'half brick' the width of a brick.

Carried to Collection R. Section 1 Bill No. 1 Preliminaries Page No Total Brought Forward from Page No. 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 Carried Forward R Section 1 Bill No. 1 Preliminaries Amount Brought Forward Page No R Total Brought Forward from Page No. 155 156 157 158 159 Carried to Final Summary R Section 1 Bill No. 1 Preliminaries Amount Amount Item No SECTION 2 Quantity Rate BUILDINGS BILL NO. 1 FOUNDATIONS (PROVISIONAL) NOTE : Unless otherwise stated herein, all items in this bill shall be deemed to fall into Work Group No. 104 for CPAP formula purposes SUPPLEMENTARY PREAMBLES Nature of ground The nature of the ground is assumed to be loose xxxxx material, therefore "earth", but possibly interspersed with "hard rock" or "soft rock" Carting away of excavated material Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site EARTHWORKS SITE CLEARANCE ETC Site clearance 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs and trees not exceeding 200mm girth, xxxx, etc m2 2,748 2 Stripping average 150mm thick layer of top soil and stockpiling on site m2 2,748 EXCAVATION, FILLING, ETC Excavation in earth not exceeding 2m deep 3 Reduced level m3 655 335 Carried to Collection Section 2 Bill No. 1 Foundations (Provisional) 4 Trenches m3 487 734 5 Holes m3 37 Extra over trench and hole excavations in earth for excavation in 6 Soft rock m3 28 7 Hard rock m3 15 Extra over all excavations for carting away 8 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m3 989 658 Risk of collapse of excavations 9 Sides of trench and hole excavations not exceeding 1,5m deep m2 1,539 Keeping excavations free of water 10 Keeping excavations free of all water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% Mod AASHTO density 11 Under floors, steps, pavings, etc m3 402 12 Backfilling to trenches, holes, etc m3 306 Earth filling of G6 material supplied by the contractor compacted in 150mm layers to 95% Mod AASHTO density 13 Under floors, steps, pavings, etc m3 640 Earth filling of G6 material supplied by the contractor, stabilized with 3% cement (CEM II X-X 32.5N) to achieve a C4 classification compacted in 150mm layers to 95% Mod AASHTO density 14 13 Under floors, steps, pavings, etc m3 68 Coarse river sand filling supplied by the contractor 15 14 Under floors etc m2 1,247 SOIL POISONING Carried to Collection R Section 2 Bill No. 1 Foundations (Provisional) SOIL POISONING Soil insectiside 16 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming m2 1,453 17 To bottoms and sides of trenches m2 1,885 CONCRETE (CPAP FORMULA WORK GROUP NO. 110) UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 15MPa/19mm concrete 18 Surface blinding under footings and bases m3 22 REINFORCED CONCRETE REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25MPa/19mm concrete 19 Strip footings m3 7 20 Bases m3 12 40MPa/19mm concrete 21 Columns m3 1 22 Beams m3 101 TEST BLOCKS 23 Making and testing 150 x 150 x 150mm concrete strength test cube (Provisional) No 36 ROUGH FORMWORK (DEGREE OF ACCURACY II) Carried to Collection R Section 2 Bill No. 1 Foundations (Provisional) Rough formwork to sides 24 Edges, risers, ends and reveals not exceeding 300mm high or wide (Provisional) m 208 Rough formwork to soffits 25 Column bases m2 34 26 Vertical sides of columns m2 24 REINFORCEMENT (CPAP FORMULA WORK GROUP NO. 114) Mild steel reinforcement to structural concrete work 27 8mm Diameter bars t 1.61 High tensile steel reinforcement to structural concrete work 28 10mm Diameter bars t 5.29 29 12mm Diameter bars t 12.95 30 16mm Diameter bars t 12.88R

Carried to Collection R. Section No. 1 Bill No. 1 Preliminaries Page No PRELIMINARIES Total Brought Forward from Page No. 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 Carried Forward R Section No. 1 Bill No. 1 Preliminaries Amount Brought PRELIMINARIES Carried Forward Page No 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 R Amount Total Brought Forward from Page No. 155 156 157 158 159 Brought Forward 86 R 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 Carried to Final Summary R Forward Section No. 1 Bill No. 1 Preliminaries PRELIMINARIES R Amount Total Brought Forward from Page No. Brought Forward R 104 Carried Forward to Summary of Section No. 1 R Section No. 1 Bill No. 1 PRELIMINARIES Amount Item No SECTION 2 Quantity Rate BUILDINGS Amount BILL NO. 2 ALTERATIONS NOTE: For Trade Preambles and amplification of descriptions the Contractor is referred to MODEL PREAMBLES FOR TRADES 2008 as published by ASAQS. REMOVAL OF EXISTING WORK Taking out and removing doors, windows, etc from brick walls including making good plaster to reveals, heads, xxxxx, threshholds, etc 1 FOUNDATIONS (PROVISIONAL) NOTE : Unless otherwise stated hereinGlazed aluminium shower door size 2100 x 900mm high No 2 Taking down roofs, all items floors, panelling, ceilings, partitions, etc setting aside for re-use and later refixing in this bill shall be deemed similar position 2 Fasten existing PVC gutter to fall into Work Group No. 104 for CPAP formula purposes SUPPLEMENTARY PREAMBLES Nature of ground The nature of the ground is assumed to be loose xxxxx material, therefore "earth", but possibly interspersed existing fascias with "hard rock" or "soft rock" Carting away of excavated material Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site EARTHWORKS SITE CLEARANCE ETC Site clearance 1 Digging necessary brackets m 186 Taking up and removing rubbishwood block floor coverings, debrisvinyl floor coverings, vegetation, xxxxxx, shrubs and trees not exceeding 200mm girth, xxxxcarpets, etc and including preparing screeds for new floor coverings 3 Vinyl tile floor covering m2 2,748 2 Stripping average 150802 Taking out and removing ironmongery 4 Window catches, closers, stays, etc and replace with new No 9 5 Toilet paper holder from wall No 9 Taking out/off and removing sundry metalwork 6 Grab rails approx 900mm thick layer of top soil and stockpiling on site m2 2,748 EXCAVATION, FILLING, ETC Excavation in earth not exceeding 2m deep long No 3 Reduced level m3 655 Carried to Collection Section 2 No. 1 Bill No. 2 ALTERATIONS R Taking out/off and removing glass and mirrors 7 Broken glass from timber windows, including cleaning out rebates and preparing for new glass m2 11 8 Mirror 450 x 1000mm high from wall No 1 Foundations Hacking up/off and removing ceramic tiles including removing mortar bed or adhesive from concrete or brickwork and preparing surfaces for new finish. 9 Tiles to walls m2 17 10 Tiles to floors m2 54 Taking out and removing piping, sanitary fittings, etc, including cutting off as necessary, disconnecting piping from fittings and making good floor and wall finishes (Provisionalmaking good tiling and paintwork elsewhere) 4 Trenches m3 487 5 Holes m3 37 Extra over trench and hole excavations in earth for excavation in 6 Soft rock m3 28 7 Hard rock m3 15 Extra over all excavations for carting away 8 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m3 989 Risk of collapse of excavations 9 Sides of trench and hole excavations 11 Copper piping not exceeding 1,550mm diameter m deep m2 1,539 Keeping excavations free of water 10 Keeping excavations free of all water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% Mod AASHTO density 11 Under floors, steps, pavings, etc m3 402 40 12 Backfilling to trenches, holes, etc m3 306 Earth filling of G6 material supplied by the contractor compacted in 150mm layers to 95% Mod AASHTO density 13 Under floors, steps, pavings, etc m3 640 Earth filling of G6 material supplied by the contractor, stabilized with 3% cement (CEM II X-X 32.5N) to achieve a C4 classification compacted in 150mm layers to 95% Mod AASHTO density 14 Under floors, steps, pavings, etc m3 68 Coarse river sand filling supplied by the contractor 15 Under floors etc m2 1,247 Carried to Collection R Section 2 Bill No. 1 Foundations (Provisional) SOIL POISONING Soil insectiside 16 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming m2 1,453 17 To bottoms and sides of trenches m2 1,885 CONCRETE (CPAP FORMULA WORK GROUP NO. 110) UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 15MPa/19mm concrete 18 Surface blinding under footings and bases m3 22 REINFORCED CONCRETE REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25MPa/19mm concrete 19 Strip footings m3 7 20 Bases m3 12 40MPa/19mm concrete 21 Columns m3 1 22 Beams m3 101 TEST BLOCKS 23 Making and testing 150 x 150 x 150mm concrete strength test cube (Provisional) No 36 ROUGH FORMWORK (DEGREE OF ACCURACY II) Carried to Collection R Section 2 Bill No. 1 Foundations (Provisional) Rough formwork to sides 24 Edges, risers, ends and reveals PVC piping not exceeding 30050mm high or wide (Provisional) diameter m 208 Rough formwork to soffits 25 Column bases m2 34 26 Vertical sides of columns m2 24 REINFORCEMENT (CPAP FORMULA WORK GROUP NO. 114) Mild steel reinforcement to structural concrete work 27 8mm Diameter bars t 1.61 High tensile steel reinforcement to structural concrete work 28 10mm Diameter bars t 5.29 29 12mm Diameter bars t 12.95 30 16mm Diameter bars t 12.8830

Carried to Collection R. Section 1 Bill No. 1 Preliminaries Page No Total Brought Forward from Page 2 Xxxx No. 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 Carried Forward R Section 1 Bill No. 1 Preliminaries Amount Brought Forward Page No R Total Brought Forward from Page No. 155 156 157 158 159 Carried to Final Summary R Section 1 Bill No. 1 Preliminaries Amount Amount Item No SECTION 2 Quantity Rate BUILDINGS BILL NO. 1 FOUNDATIONS (PROVISIONAL) NOTE : Unless otherwise stated hereinConcrete, all items in this bill shall be deemed to fall into Work Group No. 104 for CPAP formula purposes SUPPLEMENTARY PREAMBLES Nature of ground The nature of the ground is assumed to be loose xxxxx material, therefore "earth", but possibly interspersed Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY 18 Beams with "hard rock" or "soft rock" Carting away of excavated material Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site EARTHWORKS SITE CLEARANCE ETC Site clearance 1 Digging sloping soffits propped up and removing rubbish, debris, vegetation, xxxxxx, shrubs and trees not exceeding 200mm girth, xxxx, etc m2 2,748 2 Stripping average 150mm thick layer of top soil and stockpiling on site m2 2,748 EXCAVATION, FILLING, ETC Excavation in earth not exceeding 2m deep 3 Reduced level m3 655 Carried to Collection Section 2 Bill No. 1 Foundations (Provisional) 4 Trenches m3 487 5 Holes m3 37 Extra over trench and hole excavations in earth for excavation in 6 Soft rock m3 28 7 Hard rock m3 15 Extra over all excavations for carting away 8 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m3 989 Risk of collapse of excavations 9 Sides of trench and hole excavations not exceeding 1,5m deep and not exceeding 3,5m high m2 1,539 Keeping excavations free of water 1 19 Beams with sloping soffits propped up exceeding 5m and not exceeding 6,5m high m2 10 Keeping excavations free of all water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% Mod AASHTO density 11 Under floors, steps, pavings, etc m3 402 12 Backfilling to trenches, holes, etc m3 306 Earth filling of G6 material supplied by the contractor compacted 20 Slabs propped up exceeding 1,5m and not exceeding 3,5m high m2 71 21 Slabs with sloping soffits propped up exceeding 1,5m high and not exceeding 3,5m high m2 310 Boxing in 150mm layers to 95% Mod AASHTO density 13 Under floors, steps, pavings, etc m3 640 Earth filling of G6 material supplied by the contractor, stabilized with 3% cement (CEM II X-X 32.5N) to achieve a C4 classification compacted in 150mm layers to 95% Mod AASHTO density 14 Under floors, steps, pavings, etc m3 68 Coarse river sand filling supplied by the contractor 15 Under floors etc m2 1,247 Carried to Collection R Section 2 Bill No. 1 Foundations (Provisional) SOIL POISONING Soil insectiside 16 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming m2 1,453 17 To bottoms and sides of trenches m2 1,885 CONCRETE (CPAP FORMULA WORK GROUP NO. 110) UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 15MPa/19mm concrete 18 Surface blinding under footings and bases m3 22 REINFORCED CONCRETE REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25MPa/19mm concrete 19 Strip footings m3 7 20 Bases m3 12 40MPa/19mm concrete 21 Columns m3 1 22 Beams m3 101 TEST BLOCKS 23 Making and testing 150 x 150 x 150mm concrete strength test cube (Provisional) No 36 ROUGH FORMWORK (DEGREE OF ACCURACY II) Carried to Collection R Section 2 Bill No. 1 Foundations (Provisional) Rough formwork to sides 24 Edges, risers, ends and reveals not exceeding 300form 22 100 x 100mm high or wide Recess along top edge of beam (ProvisionalTo be used as rainwater gutter) m 208 Rough formwork to soffits 25 Column bases m2 34 26 Vertical sides of columns m2 24 22 REINFORCEMENT (CPAP FORMULA WORK GROUP NO. 114) Mild steel reinforcement to structural concrete work 27 23 8mm Diameter bars t 1.61 0.40 24 10mm Diameter bars t 0.08 25 12mm Diameter bars t 0.04 High tensile steel reinforcement to structural concrete work 28 10mm Diameter 26 Y10 bars t 5.29 29 12mm Diameter 1.10 27 Y12 bars t 12.95 30 16mm Diameter 14.72 28 Y16 bars t 12.881.18 29 Y20 bars t 0.17 30 Y25 bars t 0.20 Carried to Collection R Section No. 2 Xxxx No. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY Section No. 2 Xxxx No. 2 Concrete, Formwork & Reinforcement COLLECTION Total Brought Forward from Page No. Page Xx -00- -00- Xxxxxxx Xx. 0 Xxxx Xx. 2 Carried Forward to Summary of Section No. 2 Concrete, Formwork & Reinforcement HOMEVALE FIRE STATION KIMBERLEY Amount R Item No Unit Quantity Rate Amount SECTION NO. 2 XXXX NO. 3 MASONRY NOTE: Tenderers are advised to study the "Model Preambles for Trades" before pricing this xxxx BRICKWORK Brickwork of NFX bricks (7 MPa nominal compressive strength) in class II mortar 1 Half brick walls m2 483 2 Half brick walls in beamfilling m2 4 3 Half brick linings to concrete including ties etc. m2 119 Brickwork of NFX bricks (14 MPa nominal compressive strength) in class I mortar 4 One brick walls m2 314 BRICK REINFORCEMENT 5 Brick reinforcement 75mm wide built into brick walls with sufficient laps at end joints, angles and intersections (measured net) m 1 770 6 Brick reinforcement 150mm wide built into brick walls with sufficient laps at end joints, angles and intersections (measured net) m 923 GALVANISED HOOP IRON CRAMPS, TIES, ETC

Carried to Collection R. Section 1 Bill No. 1 Preliminaries Page No PRELIMINARIES THREE RONDAVELS COFFEE SHOP MPUMALANGA TOURISM AND XXXXX Xxxx No. 1 PRELIMINARIES COLLECTION Total Brought Forward from Page No. 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 Carried Forward R Section 1 Bill No. 1 Preliminaries Amount Brought PRELIMINARIES THREE RONDAVELS COFFEE SHOP MPUMALANGA TOURISM AND PARKS Carried Forward Page No 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 R Amount Bill No. 1 PRELIMINARIES COLLECTION Total Brought Forward from Page No. 155 156 157 158 159 Carried to Final Summary Brought Forward Page No R Section 1 115 116 117 118 119 120 Bill No. 1 Preliminaries PRELIMINARIES THREE RONDAVELS COFFEE SHOP MPUMALANGA TOURISM AND PARKS Carried to Summary R Amount R Amount Item No SECTION 2 Quantity Rate BUILDINGS BILL NO. 1 FOUNDATIONS NO 2 EARTHWORKS (PROVISIONAL) NOTE NOTE: Unless otherwise stated herein, all items in Tenderers are advised to study the Model Preambles before pricing this bill shall be deemed to fall into Work Group No. 104 for CPAP formula purposes SUPPLEMENTARY PREAMBLES Nature of ground The nature of the ground is assumed to be loose xxxxx material, therefore "earth", but possibly interspersed with "hard rock" or "soft rock" ". Carting away of excavated material Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site EARTHWORKS SITE CLEARANCE ETC Site clearance 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs and trees not exceeding 200mm girth, xxxx, etc m2 2,748 2 Stripping average 150mm thick layer of top soil and stockpiling on site m2 2,748 EXCAVATION, FILLING, ETC Excavation in earth not exceeding 2m deep 3 Reduced level m3 655 Carried to Collection Section 2 Bill No. 1 Foundations (Provisional) 4 Trenches m3 487 5 38 2 Holes m3 37 3 Excavation in earth exceeding 2m and not exceeding 4m deep 3 Trenches m3 1 Extra over trench and hole excavations in earth for excavation in 6 4 Soft rock m3 28 7 6 5 Hard rock m3 15 2 Carried to Collection Bill No. 2 EARTHWORKS (PROVISIONAL) THREE RONDAVELS COFFEE SHOP MPUMALANGA TOURISM AND PARKS 6 Unreinforced concrete m3 1 7 Brickwork Extra over all excavations for carting away 8 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m3 989 Risk of collapse of excavations 9 Sides of trench and hole excavations not exceeding 1,5m deep m3 1 m3 17 m2 1,539 102 10 Sides of trench excavations exceeding 1,5m deep Keeping excavations free of water 10 11 Keeping excavations free of all water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% Mod AASHTO density 11 12 Under floors, steps, pavings, etc m2 1 Item m3 402 12 31 13 Backfilling to trenches, holes, etc m3 306 Earth filling of G6 material supplied imported by the contractor Contractor compacted in 150mm layers to 95% Mod AASHTO density 13 Under floors, steps, pavings, etc m3 640 Earth filling of G6 material supplied by the contractor, stabilized with 3% cement (CEM II X-X 32.5N) to achieve a C4 classification compacted in 150mm layers to 9593% Mod AASHTO density 14 Under floors, steps, pavings, etc m3 68 Coarse river sand filling supplied by the contractor 15 Under floors etc m2 1,247 Carried to Collection R Section 2 Bill No. 1 Foundations (Provisional) SOIL POISONING Soil insectiside 16 insecticide m3 21 m3 31 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming m2 1,453 17 207 16 To bottoms and sides of trenches etc m2 1,885 CONCRETE (CPAP FORMULA WORK GROUP NO. 110) UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 15MPa/19mm concrete 18 Surface blinding under footings and bases m3 22 REINFORCED CONCRETE REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25MPa/19mm concrete 19 Strip footings m3 7 20 Bases m3 12 40MPa/19mm concrete 21 Columns m3 1 22 Beams m3 101 TEST BLOCKS 23 Making and testing 150 x 150 x 150mm concrete strength test cube (Provisional) No 36 ROUGH FORMWORK (DEGREE OF ACCURACY II) Carried to Collection R Section 2 Bill No. 1 Foundations 2 EARTHWORKS (ProvisionalPROVISIONAL) Rough formwork THREE RONDAVELS COFFEE SHOP MPUMALANGA TOURISM AND XXXXX Xxxx No. 2 EARTHWORKS (PROVISIONAL) COLLECTION Total Brought Forward from Page No. Carried to sides 24 Edges, risers, ends and reveals not exceeding 300mm high or wide Summary Bill No. 2 EARTHWORKS (ProvisionalPROVISIONAL) m 208 Rough formwork to soffits 25 Column bases m2 34 26 Vertical sides of columns m2 24 REINFORCEMENT (CPAP FORMULA WORK GROUP NO. 114) Mild steel reinforcement to structural concrete work 27 8mm Diameter bars t 1.61 High tensile steel reinforcement to structural concrete work 28 10mm Diameter bars t 5.29 29 12mm Diameter bars t 12.95 30 16mm Diameter bars t 12.88THREE RONDAVELS COFFEE SHOP MPUMALANGA TOURISM AND PARKS Page No 123 124 R Amount Item No BILL NO 3

Carried to Collection R. Section No. 1 Bill Xxxx No. 1 Preliminaries Included Page No Amount Total Brought Forward from Page No. 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 1 Included 2 Included 3 536 000.00 4 Included 5 Included 6 Included 7 Included 8 Included 9 Included 10 Included 11 Included 12 Included 13 Included 14 Included 15 Included 16 Included 17 Included 18 Included 19 Included 20 Included 21 Included Carried Forward R 536 000.00 Section No. 1 Bill Xxxx No. 1 Preliminaries Page Amount Brought Forward Page No R 536 000.00 Total Brought Forward from Page No. 155 156 157 158 159 22 Included 23 Included 24 Included 25 Included 26 Included 27 Included 28 Included 29 Included 30 Included Carried to Final Summary R Section No. 1 Bill Xxxx No. 1 Preliminaries R 536 000.00 Item Quantity Rate Amount Amount Item No SECTION 2 Quantity Rate BUILDINGS BILL NO. XXXX NO 1 FOUNDATIONS EARTHWORKS (PROVISIONAL) NOTE : Unless otherwise stated herein, all items in this bill shall be deemed to fall into Work Group No. 104 for CPAP formula purposes SUPPLEMENTARY PREAMBLES Nature of ground The nature of the ground is assumed to be loose xxxxx material, therefore "earth", " but possibly interspersed with "hard rock" or "soft rock" Carting away of excavated material Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site EARTHWORKS SITE CLEARANCE ETC Site clearance 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs and trees not exceeding 200mm girth, xxxx, etc m2 2,748 2 Stripping average 150mm thick layer of top soil and stockpiling on site m2 2,748 EXCAVATION, FILLING, ETC OTHER THAN BULK EXCAVATIONS ETC Excavation in earth not exceeding 2m deep 3 Reduced level m3 655 Carried to Collection Section 2 Bill No. 1 Foundations (Provisional) 4 Trenches m3 487 5 164 95.00 15 580.00 2 Holes m3 37 1 95.00 95.00 Extra over trench and hole excavations in earth for excavation in 6 3 Soft rock m3 28 7 166 200.00 33 200.00 4 Hard rock m3 15 8 450.00 3 600.00 Extra over all excavations for carting away 8 5 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m3 989 92 185.00 17 020.00 Carried to Collection Section No. 2 Xxxx No. 1 Earthworks (Provisional) R 69 495.00 Risk of collapse of excavations 9 6 Sides of trench and hole excavations not exceeding 1,5m deep m2 1,539 501 10.00 Keeping excavations free of water 10 7 Keeping excavations free of all water other than subterranean water Item FILLING ETC Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% Mod AASHTO density 11 8 Under floors, steps, pavings, etc m3 402 12 71 95.00 9 Backfilling to trenches, holes, etc m3 306 Earth filling 74 95.00 Compaction of G6 material supplied by the contractor compacted in surfaces 10 Compaction of ground surface under floors etc including scarifying for a depth of 150mm layers and compacting to 9593% Mod AASHTO density 13 Under floors, steps, pavingsm2 472 15.00 Density tests 11 Allow the amount of R5 000 (Five Thousand Rand) for density tests, etc m3 640 Earth filling of G6 material supplied specifically requested for by the contractor, stabilized with 3% cement (CEM II X-X 32.5N) to achieve a C4 classification compacted in 150mm layers to 95% Mod AASHTO density 14 Under floors, steps, pavings, etc m3 68 Coarse river sand filling supplied by the contractor 15 Under floors etc m2 1,247 Carried to Collection R Section 2 Bill No. 1 Foundations (Provisional) Engineer Item 12 Profit Item 13 Attendance Item SOIL POISONING Soil insectiside 16 insecticide 14 To bottoms and sides of trenches etc m2 670 15.00 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming m2 1,453 17 To bottoms and sides of trenches m2 1,885 CONCRETE (CPAP FORMULA WORK GROUP NO. 110) UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 15MPa/19mm concrete 18 Surface blinding under footings and bases m3 22 REINFORCED CONCRETE REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25MPa/19mm concrete 19 Strip footings m3 7 20 Bases m3 12 40MPa/19mm concrete 21 Columns m3 1 22 Beams m3 101 TEST BLOCKS 23 Making and testing 150 x 150 x 150mm concrete strength test cube (Provisional) No 36 ROUGH FORMWORK (DEGREE OF ACCURACY II) Carried to Collection R Section 2 Bill No. 1 Foundations (Provisional) Rough formwork to sides 24 Edges, risers, ends and reveals not exceeding 300mm high or wide (Provisional) m 208 Rough formwork to soffits 25 Column bases m2 34 26 Vertical sides of columns m2 24 REINFORCEMENT (CPAP FORMULA WORK GROUP NO. 114) Mild steel reinforcement to structural concrete work 27 8mm Diameter bars t 1.61 High tensile steel reinforcement to structural concrete work 28 10mm Diameter bars t 5.29 29 12mm Diameter bars t 12.95 30 16mm Diameter bars t 12.88472 15.00

Carried to Collection R. Section 1 Bill No. 1 Preliminaries Page No Total Brought Forward from Page No. 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 Carried Forward R Section 1 Bill No. 1 Preliminaries SMALL CLINIC WITH EXTENDED HOURS VUKUZAKHE,CHC, MPUMALANGA Amount Page Brought Forward Page No R Total Brought Forward from Page No. 155 156 157 158 159 39 40 41 42 43 Carried to Final Summary R Section 1 Bill No. 1 Preliminaries Amount SMALL CLINIC WITH EXTENDED HOURS VUKUZAKHE,CHC, MPUMALANGA R Amount Item No SECTION 2 : NEW SMALL CLINIC Quantity Rate BUILDINGS BILL NO. 1 FOUNDATIONS (PROVISIONAL) NOTE NOTE: Unless otherwise stated herein, all items in this bill shall be deemed to fall into Work Group No. 104 for CPAP formula purposes purposes. Tenderers are advised to study the Model Preambles for Trades before pricing this Bill SUPPLEMENTARY PREAMBLES Nature of ground The nature of the ground is assumed to be loose xxxxx material, therefore "earth", but possibly interspersed with "hard soft rock" or "soft hard rock" Carting away of excavated material Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site EARTHWORKS SITE CLEARANCE ETC Site clearance 1 Digging up Filling Notwithstanding the reference to prescribed multiple handling in clause 1, page 6 of the Standard System of Measuring Building Work, prices for filling and removing rubbishbackfilling shall include for all selection and any necessary multiple handling of material BRICKWORK Sizes in descriptions Where sizes in descriptions are given in brick units, debris, vegetation, xxxxxx, shrubs "one brick" shall represent the length and trees not exceeding 200mm girth, xxxx, etc m2 2,748 2 Stripping average 150mm thick layer "half brick" the width of top soil and stockpiling on site m2 2,748 EXCAVATION, FILLING, ETC Excavation in earth not exceeding 2m deep 3 Reduced level m3 655 Carried to Collection Section 2 Bill No. 1 Foundations (Provisional) 4 Trenches m3 487 5 Holes m3 37 Extra over trench and hole excavations in earth for excavation in 6 Soft rock m3 28 7 Hard rock m3 15 Extra over all excavations for carting away 8 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m3 989 Risk of collapse of excavations 9 Sides of trench and hole excavations not exceeding 1,5m deep m2 1,539 Keeping excavations free of water 10 Keeping excavations free of all water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% Mod AASHTO density 11 Under floors, steps, pavings, etc m3 402 12 Backfilling to trenches, holes, etc m3 306 Earth filling of G6 material supplied by the contractor compacted in 150mm layers to 95% Mod AASHTO density 13 Under floors, steps, pavings, etc m3 640 Earth filling of G6 material supplied by the contractor, stabilized with 3% cement (CEM II X-X 32.5N) to achieve a C4 classification compacted in 150mm layers to 95% Mod AASHTO density 14 Under floors, steps, pavings, etc m3 68 Coarse river sand filling supplied by the contractor 15 Under floors etc m2 1,247 brick Carried to Collection R Section 2 Bill No. 1 Foundations (Provisional) SOIL POISONING Soil insectiside 16 Under floors etc including forming SMALL CLINIC WITH EXTENDED HOURS VUKUZAKHE,CHC, MPUMALANGA Amount Face bricks Bricks shall be ordered timeously to obtain uniformity in size and poisoning shallow furrows against foundation walls colour Pointing Descriptions of recessed pointing to fair face brickwork and face brickwork shall be deemed to include square recessed, hollow recessed, weathered pointing, etc, filling in furrows and ramming m2 1,453 17 To bottoms and sides of trenches m2 1,885 CONCRETE (CPAP FORMULA WORK GROUP NO. 110) UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 15MPa/19mm concrete 18 Surface blinding under footings and bases m3 22 REINFORCED CONCRETE REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25MPa/19mm concrete 19 Strip footings m3 7 20 Bases m3 12 40MPa/19mm concrete 21 Columns m3 1 22 Beams m3 101 TEST BLOCKS 23 Making and testing 150 x 150 x 150mm concrete strength test cube (Provisional) No 36 ROUGH FORMWORK (DEGREE OF ACCURACY II) Carried to Collection R Section 2 Bill No. 1 Foundations (Provisional) Rough formwork to sides 24 Edges, risers, ends and reveals not exceeding 300mm high or wide (Provisional) m 208 Rough formwork to soffits 25 Column bases m2 34 26 Vertical sides of columns m2 24 REINFORCEMENT (CPAP FORMULA WORK GROUP NO. 114) Mild steel reinforcement to structural concrete work 27 8mm Diameter bars t 1.61 High tensile steel reinforcement to structural concrete work 28 10mm Diameter bars t 5.29 29 12mm Diameter bars t 12.95 30 16mm Diameter bars t 12.88.

Carried to Collection R. Section No. 1 Bill Xxxx No. 1 Preliminaries Page No JBCC HOMEVALE FIRE STATION KIMBERLEY Section No. 1 Xxxx No. 1 Preliminaries JBCC COLLECTION Total Brought Forward from Page No. 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 Carried Forward R Section No. 1 Bill Xxxx No. 1 Preliminaries Amount Brought JBCC HOMEVALE FIRE STATION KIMBERLEY Carried Forward Page No -54- -55- -56- -57- -58- -59- -60- -61- -62- -63- -64- -65- -00- -00- -00- -00- -00- -00- -00- Xxxxxx R Section No. 1 Xxxx No. 1 Preliminaries JBCC COLLECTION Total Brought Forward from Page No. 155 156 157 158 159 Brought Forward Page No -74- -75- -76- -77- -78- -79- -80- -81- Carried to Final Summary R of Bills of Quantities Page 53 Section 1 Bill NoXx. 0 Xxxx Xx. 1 Preliminaries JBCC HOMEVALE FIRE STATION KIMBERLEY R Amount Amount R Item No SECTION NO. 2 Quantity Rate BUILDINGS BILL XXXX NO. 1 FOUNDATIONS SUB STRUCTURE (PROVISIONAL) NOTE: Tenderers are advised to study the "Model Preambles for Trades" before pricing this xxxx NOTE : Unless otherwise stated herein, all items All excavations are measured as being in this bill "earth" and/or filling compacted to 98% modified AASHTO density Descriptions of excavations shall be deemed to fall into Work Group No. 104 include for CPAP formula purposes SUPPLEMENTARY PREAMBLES Nature of ground The nature setting aside surplus excavated material in spoil heaps for use as filling or for depositing within 150m of the ground is assumed to be loose xxxxx materialperimeter of the excavations and spreading and roughly levelling as directed, therefore "earth", but possibly interspersed with "hard rock" or "soft rock" Carting away as well as for increase in bulk and multiple handling of excavated material caused by the contractor's method of operation. Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site EARTHWORKS SITE CLEARANCE ETC Site clearance 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs and trees not exceeding 200mm girth, xxxx, etc m2 2,748 2 Stripping average 150mm thick layer of top soil and stockpiling on site m2 2,748 EXCAVATION, FILLING, ETC Excavation in earth not exceeding 2m deep 3 Reduced level m3 655 Carried to Collection Section 2 Bill Nofor bulking. 1 Foundations (Provisional) 4 Trenches m3 487 5 Holes m3 37 Extra over trench and hole excavations in earth NOTE : Excavations: No claim for rock excavation in 6 Soft rock m3 28 7 Hard rock m3 15 Extra over all excavations for carting away 8 Surplus material from excavations and/or stock piles on site to a dumping site to will be located by entertained unless the contractor m3 989 Risk of collapse of excavations 9 Sides of trench has timeously notified the quantity surveyor thereof prior to backfilling. "Soft rock" and hole excavations not exceeding 1,5m deep m2 1,539 Keeping excavations free of water 10 Keeping excavations free of all water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% Mod AASHTO density 11 Under floors, steps, pavings, etc m3 402 12 Backfilling to trenches, holes, etc m3 306 Earth filling of G6 material supplied by the contractor compacted "hard rock" shall be as defined in 150mm layers to 95% Mod AASHTO density 13 Under floors, steps, pavings, etc m3 640 Earth filling of G6 material supplied by the contractor, stabilized with 3% cement (CEM II X-X 32.5N) to achieve a C4 classification compacted in 150mm layers to 95% Mod AASHTO density 14 Under floors, steps, pavings, etc m3 68 Coarse river sand filling supplied by the contractor 15 Under floors etc m2 1,247 Carried to Collection R Section 2 Bill No. 1 Foundations (Provisional) SOIL POISONING Soil insectiside 16 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming m2 1,453 17 To bottoms and sides of trenches m2 1,885 CONCRETE (CPAP FORMULA WORK GROUP NO. 110) UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 15MPa/19mm concrete 18 Surface blinding under footings and bases m3 22 REINFORCED CONCRETE REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25MPa/19mm concrete 19 Strip footings m3 7 20 Bases m3 12 40MPa/19mm concrete 21 Columns m3 1 22 Beams m3 101 TEST BLOCKS 23 Making and testing 150 x 150 x 150mm concrete strength test cube (Provisional) No 36 ROUGH FORMWORK (DEGREE OF ACCURACY II) Carried to Collection R Section 2 Bill No. 1 Foundations (Provisional) Rough formwork to sides 24 Edges, risers, ends and reveals not exceeding 300mm high or wide (Provisional) m 208 Rough formwork to soffits 25 Column bases m2 34 26 Vertical sides of columns m2 24 REINFORCEMENT (CPAP FORMULA WORK GROUP NO. 114) Mild steel reinforcement to structural concrete work 27 8mm Diameter bars t 1.61 High tensile steel reinforcement to structural concrete work 28 10mm Diameter bars t 5.29 29 12mm Diameter bars t 12.95 30 16mm Diameter bars t 12.88"Earthworks".