Common use of Carried to Final Summary R Clause in Contracts

Carried to Final Summary R. Section No. 1 PRELIMINARIES AND GENERAL Bill No. 1 PRELIMINARIES BVI CONSULTING ENGINEERS Item No SECTION 2 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 59 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 59 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 15 4 For aprons thickenning m3 4 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 19 6 Hard rock m3 19 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 7 Carried Forward Section No. 2 SFD3 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 43 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 6 11 Backfilling to trenches, holes, etc. m3 8 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 19 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 35 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 19

Carried to Final Summary R. Section No. 1 PRELIMINARIES AND GENERAL Bill No. 1 PRELIMINARIES BVI CONSULTING ENGINEERS Item Quantity Rate Amount No SECTION 2 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 59 66 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 59 66 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 15 16 4 Pit m3 23 5 For aprons thickenning m3 4 Extra over trench and hole excavations in earth for excavation: 5 6 Soft rock m3 19 6 43 7 Hard rock m3 19 43 Extra over all excavations for carting away: 7 8 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 7 31 Carried Forward Section No. 2 SFD3 SFD4 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 9 Sides of trench and hole excavation not exceeding 1,5m deep. m2 43 74 Keeping excavations free of water: 9 10 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 11 Under floors, steps, pavings, etc. m3 6 11 12 Backfilling to trenches, holes, etc. m3 8 9 Compaction of surfaces: 12 13 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 19 13 21 14 Compaction of ground surface to pits etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 18 15 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 35 41 Prescribed density tests on filling: 14 16 Modified AASHTO Density tests No 5 SOIL POISONING Carried Forward R Section No. 2 SFD4 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS Brought Forward R Soil insecticide: 15 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 1921 18 To bottom of concrate aprons m2 41 19 To bottoms and sides of trenches, etc. m2 63 Carried Forward to Summary of Section No. 2 R Section No. 2 SFD4 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R Amount Item Quantity Rate

Carried to Final Summary R. Section No. 1 PRELIMINARIES AND GENERAL Bill No. 1 PRELIMINARIES BVI MANKGA LERAGA CONSULTING ENGINEERS Item Quantity Rate Amount No SECTION 2 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 59 58 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 59 58 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 15 4 For aprons thickenning m3 4 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 19 18 6 Hard rock m3 19 18 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 7 Carried Forward Section No. 2 SFD3 SMD1 BLOCK Bill No. 1 EARTHWORKS BVI MANKGA LERAGA CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 43 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 6 5 11 Backfilling to trenches, holes, etc. m3 8 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 19 17 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 35 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: insecticide 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 1917

Carried to Final Summary R. Section No. 1 PRELIMINARIES AND GENERAL Bill No. 1 PRELIMINARIES BVI MANKGA LERAGA CONSULTING ENGINEERS Item No SECTION 2 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 59 51 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 59 51 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 15 13 4 For aprons thickenning m3 4 3 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 19 17 6 Hard rock m3 19 17 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 7 6 Carried Forward Section No. 2 SFD3 SFD1 BLOCK Bill No. 1 EARTHWORKS BVI MANKGA LERAGA CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 43 39 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 6 4 11 Backfilling to trenches, holes, etc. m3 8 7 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 19 14 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 35 33 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 1914

Carried to Final Summary R. Section No. 1 PRELIMINARIES AND GENERAL Bill No. 1 PRELIMINARIES BVI MANKGA LERAGA CONSULTING ENGINEERS Item No SECTION 2 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 59 58 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 59 58 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 15 4 For aprons thickenning m3 4 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 19 18 6 Hard rock m3 19 18 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 7 Carried Forward Section No. 2 SFD3 SMD1 BLOCK Bill No. 1 EARTHWORKS BVI MANKGA LERAGA CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 43 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 6 5 11 Backfilling to trenches, holes, etc. m3 8 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 19 17 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 35 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: insecticide 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 1917

Carried to Final Summary R. Section No. 1 PRELIMINARIES AND GENERAL Bill No. 1 PRELIMINARIES BVI CONSULTING ENGINEERS Item Quantity Rate Amount No SECTION 2 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 59 58 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 59 58 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 15 4 For aprons thickenning m3 4 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 19 18 6 Hard rock m3 19 18 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 7 Carried Forward Section No. 2 SFD3 SMD1 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 43 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 6 5 11 Backfilling to trenches, holes, etc. m3 8 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 19 17 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 35 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: insecticide 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 1917

Carried to Final Summary R. Section No. 1 PRELIMINARIES AND GENERAL Bill No. 1 PRELIMINARIES BVI CONSULTING ENGINEERS Item No SECTION 2 3 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 59 58 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 59 58 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 15 4 For aprons thickenning m3 4 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 19 18 6 Hard rock m3 19 18 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 7 Carried Forward Section No. 2 SFD3 SMD1 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 43 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 6 5 11 Backfilling to trenches, holes, etc. m3 8 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 19 17 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 35 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: insecticide 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 1917

Carried to Final Summary R. Section No. 1 PRELIMINARIES AND GENERAL Bill No. 1 PRELIMINARIES BVI CONSULTING ENGINEERS Item No SECTION 2 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 59 66 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 59 66 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 15 16 4 Pit m3 23 5 For aprons thickenning m3 4 Extra over trench and hole excavations in earth for excavation: 5 6 Soft rock m3 19 6 43 7 Hard rock m3 19 43 Extra over all excavations for carting away: 7 8 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 7 31 Carried Forward Section No. 2 SFD3 SFD4 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 9 Sides of trench and hole excavation not exceeding 1,5m deep. m2 43 74 Keeping excavations free of water: 9 10 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 11 Under floors, steps, pavings, etc. m3 6 11 12 Backfilling to trenches, holes, etc. m3 8 9 Compaction of surfaces: 12 13 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 19 13 21 14 Compaction of ground surface to pits etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 18 15 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 35 41 Prescribed density tests on filling: 14 16 Modified AASHTO Density tests No 5 SOIL POISONING Carried Forward R Section No. 2 SFD4 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS Brought Forward R Soil insecticide: 15 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 1921 18 To bottom of concrate aprons m2 41 19 To bottoms and sides of trenches, etc. m2 63 Carried Forward to Summary of Section No. 2 R Section No. 2 SFD4 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R Amount

Carried to Final Summary R. Section No. 1 PRELIMINARIES AND GENERAL Bill No. 1 PRELIMINARIES BVI CONSULTING ENGINEERS Item No SECTION 2 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 59 51 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 59 51 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 15 13 4 For aprons thickenning m3 4 3 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 19 17 6 Hard rock m3 19 17 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 7 6 Carried Forward Section No. 2 SFD3 SFD2 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 43 39 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 6 4 11 Backfilling to trenches, holes, etc. m3 8 7 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 19 14 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 35 33 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 1914

Carried to Final Summary R. Section No. 1 PRELIMINARIES AND GENERAL Bill No. 1 PRELIMINARIES BVI CONSULTING ENGINEERS Item Quantity Rate Amount No SECTION 2 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 59 51 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 59 51 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 15 13 4 For aprons thickenning m3 4 3 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 19 17 6 Hard rock m3 19 17 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 7 6 Carried Forward Section No. 2 SFD3 SFD2 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 43 39 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 6 4 11 Backfilling to trenches, holes, etc. m3 8 7 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 19 14 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 35 33 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 1914

Carried to Final Summary R. Section No. 1 PRELIMINARIES AND GENERAL Bill No. 1 PRELIMINARIES BVI MANKGA LERAGA CONSULTING ENGINEERS Item Quantity Rate Amount No SECTION 2 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 59 51 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 59 51 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 15 13 4 For aprons thickenning m3 4 3 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 19 17 6 Hard rock m3 19 17 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 7 6 Carried Forward Section No. 2 SFD3 SFD1 BLOCK Bill No. 1 EARTHWORKS BVI MANKGA LERAGA CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 43 39 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 6 4 11 Backfilling to trenches, holes, etc. m3 8 7 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 19 14 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 35 33 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 1914

Carried to Final Summary R. Section No. 1 PRELIMINARIES AND GENERAL Bill No. 1 PRELIMINARIES BVI MANKGA LERAGA CONSULTING ENGINEERS Item Quantity Rate Amount No SECTION 2 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 59 58 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 59 58 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 15 4 For aprons thickenning m3 4 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 19 18 6 Hard rock m3 19 18 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 7 Carried Forward Section No. 2 SFD3 GRMD1 BLOCK Bill No. 1 EARTHWORKS BVI MANKGA LERAGA CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 43 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 6 5 11 Backfilling to trenches, holes, etc. m3 8 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 19 17 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 35 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 1917

Carried to Final Summary R. Section No. 1 PRELIMINARIES AND GENERAL Bill No. 1 PRELIMINARIES BVI CONSULTING ENGINEERS Item Quantity Rate Amount No SECTION 2 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 59 51 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 59 51 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 15 13 4 For aprons thickenning m3 4 3 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 19 17 6 Hard rock m3 19 17 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 7 6 Carried Forward Section No. 2 SFD3 SFD1 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 43 39 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 6 4 11 Backfilling to trenches, holes, etc. m3 8 7 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 19 14 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 35 33 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 1914

Carried to Final Summary R. Section No. 1 PRELIMINARIES AND GENERAL Bill No. 1 PRELIMINARIES BVI MANKGA LERAGA CONSULTING ENGINEERS Item Quantity Rate Amount No SECTION 2 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 59 51 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 59 51 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 15 13 4 For aprons thickenning m3 4 3 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 19 17 6 Hard rock m3 19 17 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 7 6 Carried Forward Section No. 2 SFD3 SMF3 BLOCK Bill No. 1 EARTHWORKS BVI MANKGA LERAGA CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 43 38 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 6 4 11 Backfilling to trenches, holes, etc. m3 8 7 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 19 14 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 35 33 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 1914

Carried to Final Summary R. Section No. 1 PRELIMINARIES AND GENERAL Bill No. 1 PRELIMINARIES BVI MANKGA LERAGA CONSULTING ENGINEERS Item No SECTION 2 3 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 59 58 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 59 58 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 15 4 For aprons thickenning m3 4 3 Extra over trench and hole excavations in earth for excavation: 5 Soft rock m3 19 18 6 Hard rock m3 19 18 Extra over all excavations for carting away: 7 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 7 Carried Forward Section No. 2 SFD3 SMF4 BLOCK Bill No. 1 EARTHWORKS BVI MANKGA LERAGA CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 Sides of trench and hole excavation not exceeding 1,5m deep. m2 43 42 Keeping excavations free of water: 9 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 Under floors, steps, pavings, etc. m3 6 5 11 Backfilling to trenches, holes, etc. m3 8 Compaction of surfaces: 12 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 19 17 13 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 35 Prescribed density tests on filling: 14 Modified AASHTO Density tests No 5 SOIL POISONING Soil insecticide: 15 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 1917

Carried to Final Summary R. Section No. 1 PRELIMINARIES AND GENERAL Bill No. 1 PRELIMINARIES BVI CONSULTING ENGINEERS Item Quantity Rate Amount No SECTION 2 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 59 66 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 59 66 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 15 16 4 Pit m3 23 5 For aprons thickenning m3 4 Extra over trench and hole excavations in earth for excavation: 5 6 Soft rock m3 19 6 43 7 Hard rock m3 19 43 Extra over all excavations for carting away: 7 8 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 7 31 Carried Forward Section No. 2 SFD3 FD4 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 8 9 Sides of trench and hole excavation not exceeding 1,5m deep. m2 43 74 Keeping excavations free of water: 9 10 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 10 11 Under floors, steps, pavings, etc. m3 6 11 12 Backfilling to trenches, holes, etc. m3 8 9 Compaction of surfaces: 12 13 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 19 13 21 14 Compaction of ground surface to pits etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 18 15 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 35 41 Prescribed density tests on filling: 14 16 Modified AASHTO Density tests No 5 SOIL POISONING Carried Forward R Section No. 2 FD4 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS Brought Forward R Soil insecticide: 15 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 1921 18 To bottom of concrate aprons m2 41 19 To bottoms and sides of trenches, etc. m2 63 Carried Forward to Summary of Section No. 2 R Section No. 2 FD4 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R Amount Item Quantity Rate