Small House Boq
Steve Wood
e-Mail:
estimatorno1@yahoo.com
Bill of Quantities
Housing Tender
Dated: 18 April 2008
Web Sample 2 - Housing Tender 3 - 2 BED 4 PERSON HSE 1 - SUB-STRUCTURE Ref SUB-STRUCTURE C11: GROUND INVESTIGATION Machine excavation of trial holes Excavate trial holes; backfill with excavated material, compacted in 250 mm layers; maximum depth not exceeding: A 4.00 m FOUNDATIONS D20: EXCAVATING AND FILLING NO CONTAMINATED SOIL ALLOWED FOR Machine excavation Oversite excavation to remove topsoil, average depth: B 150 mm Excavation to reduce levels, depth not exceeding: C 0.25m Trench excavation to receive foundations, pile caps and ground beams, depth not exceeding: D 2.00 m Breaking up obstructions with machine driven hammer Extra over excavation for breaking out: E concrete or brickwork Timber earthwork support to loose ground To sides of excavation not exceeding 2.00 m apart, depth not exceeding: F 2.00 m Off site disposal of material arising from earthworks Removed, including providing a suitable tip: G machine loading Disposal 95 m3 32.00 3,040.00 198 m2 4.51 892.98 1 m3 35.00 35.00 59 m3 12.00 708.00 22 m3 3.50 77.00 144 m2 0.55 79.20 2 m3 45.00 90.00 Description Quantity Units Rate Value
To Collection: 3-1/1
4,922.18
Web Sample 2 - Housing Tender 3 - 2 BED 4 PERSON HSE 1 - SUB-STRUCTURE Ref A B Description Allow to keep excavations clear of surface water Allow to keep excavations clear of ground water Surface treatment Level and compact: C bottoms of excavations Membranes Lotrak equal geotextile sheeting; 150 mm side and end laps: D horizontal; over 300 mm wide Filling to excavations with imported materials Filled in making up levels; by machine; compacting in layers: E DTp type 1 IN SITU CONCRETE & LARGE PC CONCRETE E10: MIXING, CASTING, CURING IN SITU CONCRETE Plain in situ concrete; mix RND2 Foundations; poured on or against earth or unblinded hardcore: F generally BRICKWORK TO DPC MASONRY F10: BRICK AND BLOCK WALLING Walls Durox or
e-Mail:
estimatorno1@yahoo.com
Bill of Quantities
Housing Tender
Dated: 18 April 2008
Web Sample 2 - Housing Tender 3 - 2 BED 4 PERSON HSE 1 - SUB-STRUCTURE Ref SUB-STRUCTURE C11: GROUND INVESTIGATION Machine excavation of trial holes Excavate trial holes; backfill with excavated material, compacted in 250 mm layers; maximum depth not exceeding: A 4.00 m FOUNDATIONS D20: EXCAVATING AND FILLING NO CONTAMINATED SOIL ALLOWED FOR Machine excavation Oversite excavation to remove topsoil, average depth: B 150 mm Excavation to reduce levels, depth not exceeding: C 0.25m Trench excavation to receive foundations, pile caps and ground beams, depth not exceeding: D 2.00 m Breaking up obstructions with machine driven hammer Extra over excavation for breaking out: E concrete or brickwork Timber earthwork support to loose ground To sides of excavation not exceeding 2.00 m apart, depth not exceeding: F 2.00 m Off site disposal of material arising from earthworks Removed, including providing a suitable tip: G machine loading Disposal 95 m3 32.00 3,040.00 198 m2 4.51 892.98 1 m3 35.00 35.00 59 m3 12.00 708.00 22 m3 3.50 77.00 144 m2 0.55 79.20 2 m3 45.00 90.00 Description Quantity Units Rate Value
To Collection: 3-1/1
4,922.18
Web Sample 2 - Housing Tender 3 - 2 BED 4 PERSON HSE 1 - SUB-STRUCTURE Ref A B Description Allow to keep excavations clear of surface water Allow to keep excavations clear of ground water Surface treatment Level and compact: C bottoms of excavations Membranes Lotrak equal geotextile sheeting; 150 mm side and end laps: D horizontal; over 300 mm wide Filling to excavations with imported materials Filled in making up levels; by machine; compacting in layers: E DTp type 1 IN SITU CONCRETE & LARGE PC CONCRETE E10: MIXING, CASTING, CURING IN SITU CONCRETE Plain in situ concrete; mix RND2 Foundations; poured on or against earth or unblinded hardcore: F generally BRICKWORK TO DPC MASONRY F10: BRICK AND BLOCK WALLING Walls Durox or