Common use of Filling Clause in Contracts

Filling. Earth filling obtained from the excavations and/or prescribed stock piles on site including haulage approximately 150m from perimeter of excavations or stock piles 6 Rip and scarify 150mm in situ layer, wet and apply heavy rollers or rammers to achieve 93% MOD AASHTO at OMC (Optimum Moisture Content). Perform testing (DCP) to such prepared ground and further wet and compact until minimum CBR (California Bearing Ratio) of 7 is reached throughout 800mm deep soil profile. (Soil tests elsewhere measured) m2 315 7 Under floors etc m3 315 Imported G7 material, supplied by the contractor and brought onto site, compacted in layers not exceeding 150mm thick to 95% Mod AASHTO density (Density CBR minimun of 15% at 95% Mod AASHTO density) 8 Sub-base course under paving, roads, etc. m3 315 Imported G5 material, supplied by the contractor and brought onto site, compacted in layers not exceeding 150mm, to 95% Mod AASHTO density (Maximum PI < 12, minimum CBR > 30 at 95% Mod AASHTO density) 9 150mm Sub-base course under paving, roads, etc. m3 315 Earth filling of C4 material supplied by the contractor, compacted to 97% Mod AASHTO density 10 Under paving ,roads etc m3 315 11 Compaction of ground surface under pavings, etc including scarifying for a depth of 250mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod ASSHTO density m2 2 100 Section No. 5 Bill No. 4 APRONS, PARKING AND PAVING (PROVISIONAL) 12 Modified AASHTO density test No 20 Precast concrete, finished smooth on exposed surfaces including bedding, jointing and pointing 13 Barrier kerb (SABS 927 fig 7) with 150 x 150 x 300mm unreinforced concrete haunching at back of each joint including excavation, backfilling, etc m 1 500 14 Barrier kerb (SABS 927 fig 7) with 150 x 150 x 300mm unreinforced concrete haunching at back of each joint circular on plan not exceeding 4m radius formed with short lengths of straight kerb including excavation, backfilling, etc m 350

Filling. Earth filling obtained from the excavations and/or prescribed stock piles on site including haulage approximately 150m from perimeter of excavations or stock piles 6 Rip and scarify 3 150mm in situ layerG7 Sub-base course, wet selected and apply heavy rollers or rammers to achieve 93% MOD AASHTO at OMC (Optimum Moisture Content). Perform testing (DCP) to such prepared ground and further wet and compact until minimum CBR (California Bearing Ratio) of 7 is reached throughout 800mm deep soil profile. (Soil tests elsewhere measured) m2 315 7 Under floors etc m3 315 Imported G7 material, supplied by the contractor and brought onto siteContractor, compacted deposited in layers not exceeding 150mm thick thick, watered and consolidated to 9593% modified AASHTO density under slabs. m3 18 4 Provide and have filling compaction check tested by a Consulting Engineer's Laboratory and deliver the results to the Architect within 24 hours of the tests being completed. No 2 5 Paving in panels including any necessary formwork. 6 Ramps. m3 12 m3 0.4 7 Float surface of concrete to a wood float finish. m2 120 8 Allow for preparing and curing a set of three test cubes, each size 150mm x 150mm x 150mm and pay all transport and testing costs undertaken by an approved independent laboratory. (Provisional) No 2 9 10mm Thick "Jointex" closed cell polyethylene joint filler with hinged blocking piece between concrete surfaces not exceeding 300mm wide. m 33 BUILDING WORKS Bill No. 13 EXTERNAL WORKS 1 Remove hinged blocking piece and fill 10 x 15mm cavity with an approved 2 part polysulphide sealer. m 33 2 Edge, riser, etc not exceeding 300mm high. m 200 3 Ref: 193 High tensile welded steel mesh reinforcement cast into concrete surfaces. m2 120 THE FOLLOWING IN STORMWATER CUT OFF DRAIN / EARTH BERM Excavate in earth not exceeding 2m deep including trimming sides, levelling and ramming bottoms and deposit in spoil heaps for later re-use or cart away 4 Reduced levels m3 30 5 Earth filling from the excavations and/or stockpiles in backfilling to trenches, column bases, etc., compacted to 93% Mod AASHTO density (Density CBR minimun dry density. m3 30 6 Scarify in-situ material to a depth of 15% at 95150mm and compact to 93% Mod AASHTO density. m2 60 7 Kikuyu turf (sods or rolls) instant lawn 25 to 40mm thick, imported from commercial sources, laid firmly with staggered joints within three days of being lifted. m2 50 8 Sub-base course under paving, roads, etcHoles 9 Surface trenches. m3 315 Imported G5 material, supplied by the contractor and brought onto site, compacted in layers not exceeding 150mm, to 95% Mod AASHTO density (Maximum PI < 12, minimum CBR > 30 at 95% Mod AASHTO density) 9 150mm Sub-base course under paving, roads, etc. 0.3 m3 315 Earth filling of C4 material supplied by the contractor, compacted to 97% Mod AASHTO density 10 Under paving ,roads etc m3 315 11 Compaction of ground surface under pavings, etc including scarifying for a depth of 250mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod ASSHTO density m2 2 100 Section No. 5 1 BUILDING WORKS Bill No. 4 APRONS, PARKING AND PAVING (PROVISIONAL) 12 Modified AASHTO density test No 20 Precast concrete, finished smooth on exposed surfaces including bedding, jointing 13 EXTERNAL WORKS 1 Load surplus or unsuitable material from spoil heaps and pointing 13 Barrier kerb (SABS 927 fig 7) with 150 x 150 x 300mm unreinforced concrete haunching at back cart away to a dumping site to be located by the Contractor. m3 1 2 Allow for risk of each joint including excavation, backfilling, etc m 1 500 14 Barrier kerb (SABS 927 fig 7) with 150 x 150 x 300mm unreinforced concrete haunching at back collapse to sides of each joint circular on plan excavations not exceeding 41.5m radius formed with short lengths of straight kerb deep including excavationall necessary timber shoring, backfilling, etc m 350etc.

Filling. Earth filling obtained from the excavations and/or prescribed stock piles on site including haulage approximately 150m from perimeter of excavations or stock piles 6 Rip and scarify 3 150mm in situ layerG7 Sub-base course, wet selected and apply heavy rollers or rammers to achieve 93% MOD AASHTO at OMC (Optimum Moisture Content). Perform testing (DCP) to such prepared ground and further wet and compact until minimum CBR (California Bearing Ratio) of 7 is reached throughout 800mm deep soil profile. (Soil tests elsewhere measured) m2 315 7 Under floors etc m3 315 Imported G7 material, supplied by the contractor and brought onto siteContractor, compacted deposited in layers not exceeding 150mm thick thick, watered and consolidated to 9593% modified AASHTO density under slabs. m3 18 4 Provide and have filling compaction check tested by a Consulting Engineer's Laboratory and deliver the results to the Architect within 24 hours of the tests being completed. No 2 5 Paving in panels including any necessary formwork. 6 Ramps. m3 12 m3 0.4 7 Float surface of concrete to a wood float finish. m2 120 8 Allow for preparing and curing a set of three test cubes, each size 150mm x 150mm x 150mm and pay all transport and testing costs undertaken by an approved independent laboratory. (Provisional) No 2 9 10mm Thick "Jointex" closed cell polyethylene joint filler with hinged blocking piece between concrete surfaces not exceeding 300mm wide. m 33 BUILDING WORKS Bill No. 13 EXTERNAL WORKS 1 Remove hinged blocking piece and fill 10 x 15mm cavity with an approved 2 part polysulphide sealer. m 33 BUILDING WORKS Bill No. 13 EXTERNAL WORKS 1 Edge, riser, etc not exceeding 300mm high. m 200 2 Ref: 193 High tensile welded steel mesh reinforcement cast into concrete surfaces. m2 120 THE FOLLOWING IN STORMWATER CUT OFF DRAIN / EARTH BERM Excavate in earth not exceeding 2m deep including trimming sides, levelling and ramming bottoms and deposit in spoil heaps for later re-use or cart away 3 Reduced levels m3 30 4 Earth filling from the excavations and/or stockpiles in backfilling to trenches, column bases, etc., compacted to 93% Mod AASHTO density (Density CBR minimun dry density. m3 30 5 Scarify in-situ material to a depth of 15% at 95150mm and compact to 93% Mod AASHTO density. m2 60 6 Kikuyu turf (sods or rolls) instant lawn 25 to 40mm thick, imported from commercial sources, laid firmly with staggered joints within three days of being lifted. m2 50 7 Holes 8 Sub-base course under paving, roads, etcSurface trenches. m3 315 Imported G5 material, supplied by the contractor and brought onto site, compacted in layers not exceeding 150mm, to 95% Mod AASHTO density (Maximum PI < 12, minimum CBR > 30 at 95% Mod AASHTO density) 9 150mm Sub-base course under paving, roads, etc. 0.3 m3 315 Earth filling of C4 material supplied by the contractor, compacted to 97% Mod AASHTO density 10 Under paving ,roads etc m3 315 11 Compaction of ground surface under pavings, etc including scarifying for a depth of 250mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod ASSHTO density m2 2 100 Section No. 5 1 BUILDING WORKS Bill No. 4 APRONS, PARKING AND PAVING (PROVISIONAL) 12 Modified AASHTO density test No 20 Precast concrete, finished smooth on exposed surfaces including bedding, jointing 13 EXTERNAL WORKS 1 Load surplus or unsuitable material from spoil heaps and pointing 13 Barrier kerb (SABS 927 fig 7) with 150 x 150 x 300mm unreinforced concrete haunching at back cart away to a dumping site to be located by the Contractor. m3 1 2 Allow for risk of each joint including excavation, backfilling, etc m 1 500 14 Barrier kerb (SABS 927 fig 7) with 150 x 150 x 300mm unreinforced concrete haunching at back collapse to sides of each joint circular on plan excavations not exceeding 41.5m radius formed with short lengths of straight kerb deep including excavationall necessary timber shoring, backfilling, etc m 350etc.