Price_Book_99_and_100.xlsx

XLSX spreadsheet 33 KB Posted

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Demolition MATOC
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W912GB-17-R-0008
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Price Book 99 and 100

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01_45_01.01_Additional_Quality_Control_Personnel.pdf PDF
W912GB-17-R-0008-0002.pdf PDF
Section_00_41_00_Pricing_Schedule_Demolition.xlsx XLSX spreadsheet
W912GB-17-R-0008-0001.pdf PDF
W912GB-17-R-0008_Demo_MATOC_FBO.zip ZIP file

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Book 99

Book 99Demolition Price Book
Division 06Sewer Work
06-22-35203to be demolished51.10m3
06-22-354Reinforced concrete for sewer manhole/structure
06-22-35407to be demolished
06-22-3540701Thickness up to 20 cm102.00m3
06-22-3540702Thickness more than 20 cm up to 30 cm102.00m3
06-23Masonry
06-23-370Masonry work for sewer manhole/structure
06-23-37003to be demolished
06-23-3700301Thickness up to 24 cm76.70m3
06-23-3700302Thickness more than 24 cm up to 36.5 cm81.80m3
06-24-382Channels and treads to be demolished
06-24-38201in sewer manhole/structure
06-24-3820101Channels up to DN 30092.00m
06-24-3820102Channel DN 400153.00m
06-24-3820103Channel DN 500230.00m
06-24-3820104Channel DN 600332.00m
Division 15ROAD CONSTRUCTION WORKS
15-21Base Courses without binders
15-21to be broken up
15-21-020Unbound mineral material mixes, to be broken up <-> Min. Materials, to be broken up
15-21-02001Break up mineral material mixes
15-21-0200101Thickness 12 to 15 cm3.80m2
15-21-0200102Thickness more than 15 to 20 cm4.90m2
15-21-0200103Thickness more than 20 to 25 cm6.30m2
15-21-0200104Thickness more than 25 to 30 cm7.60m2
15-21-0200105Thickness more than 30 to 40 cm9.70m2
15-21-020010627.60m3
15-21-0202stored for re-use
15-21-0200201Thickness 12 to 15 cm2.10m2
15-21-0200202Thickness more than 15 to 20 cm2.70m2
15-21-0200203Thickness more than 20 to 25 cm3.50m2
15-21-0200204Thickness more than 25 to 30 cm4.30m2
15-21-0200205Thickness more than 30 to 40 cm5.40m2
15-21-020020615.30m3
Sect 15-5Top courses with hydraulic binders
15-51to be broken up
15-51-100Concrete pavement, to be cut in full demolition depth
15-51-10001unreinforced
15-51-1000101Thickness up to 10 cm10.00m
15-51-1000102Thickness more than 10 to 15 cm11.60m
15-51-1000103Thickness more than 15 to 20 cm19.70m
15-51-1000104Thickness more than 20 to 25 cm24.60m
15-51-1000105Thickness more than 25 to 30 cm29.50m
15-51-1000106Thickness more than 30 to 40 cm34.50m
15-51-10002reinforced
15-51-1000201Thickness up to 10 cm12.40m
15-51-1000202Thickness more than 10 to 15 cm16.30m
15-51-1000203Thickness more than 15 to 20 cm21.20m
15-51-1000204Thickness more than 20 to 25 cm26.10m
15-51-1000205Thickness more than 25 to 30 cm31.00m
15-51-1000206Thickness more than 30 to 40 cm36.00m
15-51-102Concrete pavement, to be demolished, broken up
15-51-10201unreinforced, joints doweled and anchored, <-> to be broken up, un reinf.
15-51-1020101Thickness up to 10 cm6.40m2
15-51-1020102Thickness more than 10 to 15 cm9.60m2
15-51-1020103Thickness more than 15 to 20 cm13.50m2
15-51-1020104Thickness more than 20 to 25 cm17.30m2
15-51-1020105Thickness more than 25 to 30 cm21.10m2
15-51-102010676.70m3
15-51-10202reinforced, joints doweled and anchored, <-> to be broken up, reinforced
15-51-1020201Thickness up to 10 cm7.95m2
15-51-1020202Thickness more than 10 to 15 cm11.50m2
15-51-1020203Thickness more than 15 to 20 cm16.10m2
15-51-1020204Thickness more than 20 to 25 cm20.70m2
15-51-1020205Thickness more than 25 to 30 cm25.30m2
15-51-102020692.00m3
15-51-104Concrete pavement, to be demolished, broken up, indiv. Area up to 10 m2, as surcharge
15-51-10401unreinforced, joints doweled and anchored
15-51-1040101Thickness up to 10 cm14.60m2
15-51-1040102Thickness more than 10 to 15 cm19.20m2
15-51-1040103Thickness more than 15 to 20 cm26.80m2
15-51-1040104Thickness more than 20 to 25 cm34.50m2
15-51-1040105Thickness more than 25 to 30 cm42.20m2
15-51-10402reinforced, joints doweled and anchored
15-51-1040201Thickness up to 10 cm16.40m2
15-51-1040202Thickness more than 10 to 15 cm20.50m2
15-51-1040203Thickness more than 15 to 20 cm28.60m2
15-51-1040204Thickness more than 20 to 25 cm36.80m2
15-51-1040205Thickness more than 25 to 30 cm45.00m2
Sec 15-6Bituminous base, top courses
15-6 1-to be broken up
15-6 1-200Bituminous pavement, to be demolished, broken up
15-6 1-20000Bituminous pavement to be broken up
15-6 1-2000001Overall thickness up to 10 cm10.70m2
15-6 1-2000002Overall thickness more than 10 to 15 cm16.10m2
15-6 1-2000003Overall thickness more than 15 to 20 cm18.80m2
15-6 1-2000004Overall thickness more than 20 to 25 cm24.20m2
15-6 1-2000005Overall thickness more than 25 to 30 cm29.60m2
15-6 1-2000006107.00m3
15 6 1-202Demolish bituminous pavement, Individual area up to 10 m2, as surcharge
15-6 1-20201to be broken up
15-6 1-2020101Overall thickness up to 10 cm16.10m2
15-6 1-2020102Overall thickness more than 10 to 15 cm24.10m2
15-6 1-2020103Overall thickness more than 15 to 20 cm28.20m2
15-6 1-2020104Overall thickness more than 20 to 25 cm36.30m2
15-6 1-2020105Overall thickness more than 25 to 30 cm44.30m2
Division 30Masonry
30-717-Building Demolish
30-717-100Demolition of Buildings
30-7170101Building with lightweight walls, concrete to ~1 meter below bottom of foundation; normal lading capacity floors; wood/metal frame suspension ceiling; lightweight int. partitions: c-block or wood/metal stud ~3 meters high; basic electrical & mechanical services.14.30m3
30-7170102Building with solid masonry walls, ceilings and floors up to approximately 1 meter below the bottom of the foundation; minimum number of interior partitions; and basic electrical and mechanical services.18.20m3
30-717-0200Surcharges for Building Demolition 30.17.01
30-717-0201Surcharge for buildings with an average number of partitions.1.73m3
30-717-0202Surcharge for buildings with an above average number of partitions.3.46m3
30-717-0203Surcharge for buildings with an normal electrical and mechanical services.1.73m3
30-717-0204Surcharge for buildings with complex electrical and mechanical services.3.46m3
30-717-0205Surcharge for buildings with oversized structure due to heavier than normal static loads.6.50m3
30-717-0206Surcharge for buildings with more than one floor.3.90m3
30-717-0207Surcharge for demolition of basement walls down to approximately one (1) meter below surrounding ground elevation.32.49m3
30-717-0208Backfilling construction pit, recycled material, then soil, including compaction by layers.22.96m3

Book 100

Book 100Service Price Book
Labor CategoryUnit
100-1Project Manger€ 45.00
100-2Environmental Engineer (Senior)€ 40.00
100-3Environmental Scientist (Mid Level)€ 30.00
100-4Environmental Scientist (Senior) QA/QC€ 40.00
100-5Typist€ 20.00
100-6Civil Engineer (Senior)€ 36.00
100-7Environmental Scientist (Junior)€ 23.00
100-8

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Do we need the categories of typist and graphics technician? What about the Civil engineer? Graphics Technician € 22.00

File details come from the government source that posted it. Updated .