IDIQ Paving Schedule - Draft.xlsx
XLSX spreadsheet 62 KB Posted
- Solicitation number
- W912PA21R0002
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| File | Type | Posted |
|---|---|---|
| B08 - W912PA21R0002.pdf | ||
| A02 - IDIQ Paving schedule EN 11-23-2020.xlsx | XLSX spreadsheet | |
| A02 - SOW-IDIQ- Paving- Final (20210119).pdf | ||
| Statement of Work (SOW) - Draft.pdf |
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Text version
YEAR 1
IDIQ PAVING - DRAFT - FOR INFO ONLY
| The work described below will be executed in accordance with: |
| - In the Walloon Region: Standard Specifications Qualiroutes |
| - In the Flemish Region: Standard Specifications SB 250 |
| - In the Brussels Region: Standard Specifications CCT 2015 |
ITEM # DESCRIPTION ETIMATED QUANTITY UNIT UNIT PRICE (€) TOTAL AMOUNT (€)
0001 Preliminary work and demolition
| 0001 | A | A | Additional cost for work during night, week ends and legal holidays | 2 | EA | 0.00 | |
| 0001 | A | B | Core sampling to determine ground nature - provide report | 2 | EA | 0.00 | |
| 0001 | A | C | Topographic surveys: layout of roads - measurement of levels | 2 | EA | 0.00 | |
| 0001 | A | D | Additional cost for work during night, week ends and legal holidays | 42 | ea | 0.00 | |
| 0001 | A | E | Make up and provide execution drawings on Microstation software | 2 | EA | 0.00 | |
| 0001 | A | F | Make up and provide design drawings on Microstation software , included studies | 48 | ea | 0.00 | |
| 0001 | A | G | Cutting of trees and evacuation | 2 | EA | 0.00 | |
| 0001 | A | H | Removal of stumps and evacuation | 2 | EA | 0.00 | |
| 0001 | A | I | Clearing of undergrowth and evacuation | 48 | SM | 0.00 | |
| 0001 | A | J | Removal of hedges and evacuation | 24 | LM | 0.00 | |
| 0001 | A | K | Dismounting and evacuation of fence - metallic elements | 48 | LM | 0.00 | |
| 0001 | A | L | Dismounting and evacuation of fence - concrete elements | 24 | LM | 0.00 | |
| 0001 | A | M | Dismounting and evacuation of metallic structures | 4.8 | CM | 0.00 | |
| 0001 | A | N | Dismounting and evacuation of wooden structures | 4.8 | CM | 0.00 | |
| 0001 | A | O | Move buried ducts - water | 24 | LM | 0.00 | |
| 0001 | A | P | Move buried ducts - electricity | 24 | LM | 0.00 | |
| 0001 | A | Q | Move buried ducts - telephone | 24 | LM | 0.00 | |
| 0001 | A | R | Move buried ducts - sewage | 24 | LM | 0.00 | |
| 0001 | A | S | Move buried ducts - fire hydrant | 2 | EA | 0.00 | |
| 0001 | A | T | Cutting and removal of hydrocarbon covering - T = 2 cm | 700 | SM | 0.00 | |
| 0001 | A | U | Cutting and removal of hydrocarbon covering - T = 5 cm | 700 | SM | 0.00 | |
| 0001 | A | V | Cutting and removal of hydrocarbon covering - T = 10 cm | 700 | SM | 0.00 | |
| 0001 | A | W | Cutting and removal of hydrocarbon covering - T = 20 cm | 700 | SM | 0.00 | |
| 0001 | A | X | hydrocarbon covering - Additional cost for removal hydrocarbon covering with tar (polluted) + evacuation and submittal of a certificate from certified dump | 100 | CM | 0.00 | |
| 0001 | A | Y | Cutting and removal of concrete covering - T = 2 cm | 700 | SM | 0.00 | |
| 0001 | A | Z | Cutting and removal of concrete covering - T = 5 cm | 700 | SM | 0.00 | |
| 0001 | B | A | Cutting and removal of concrete covering - T = 10 cm | 700 | SM | 0.00 | |
| 0001 | B | B | High pressure cleaning after cutting | 700 | SM | 0.00 | |
| 0001 | B | C | Clearing of expansion joints after cutting | 96 | LM | 0.00 | |
| 0001 | B | D | Sawing of hydrocarbon covering - T <= 5 cm | 24 | LM | 0.00 | |
| 0001 | B | E | Sawing of hydrocarbon covering - 5 < T <= 10 cm | 24 | LM | 0.00 | |
| 0001 | B | F | Sawing of hydrocarbon covering - 10 < T <= 15 cm | 24 | LM | 0.00 | |
| 0001 | B | G | Sawing of hydrocarbon covering - 15 < T <= 20 cm | 24 | LM | 0.00 | |
| 0001 | B | H | Sawing of hydrocarbon covering - T > 20 cm | 24 | LM | 0.00 | |
| 0001 | B | I | Sawing of concrete covering - T <= 5 cm | 24 | LM | 0.00 | |
| 0001 | B | J | Sawing of concrete covering - 5 < T <= 10 cm | 24 | LM | 0.00 | |
| 0001 | B | K | Sawing of concrete covering - 10 < T <= 15 cm | 24 | LM | 0.00 | |
| 0001 | B | L | Sawing of concrete covering - 15 < T <= 20 cm | 24 | LM | 0.00 | |
| 0001 | B | M | Sawing of concrete covering - T > 20 cm | 24 | LM | 0.00 | |
| 0001 | B | N | Demolition and evacuation of concrete paving | 200 | SM | 0.00 | |
| 0001 | B | O | Demolition and evacuation of stone paving | 48 | SM | 0.00 | |
| 0001 | B | P | Demolition and evacuation of concrete slabs | 200 | SM | 0.00 | |
| 0001 | B | Q | Demolition and evacuation of stone slabs | 48 | SM | 0.00 | |
| 0001 | B | R | Demolition and evacuation of paving covered with hydrocarbon | 48 | SM | 0.00 | |
| 0001 | B | S | Demolition and evacuation of covering made of non stabilized materials | 96 | SM | 0.00 | |
| 0001 | B | T | Demolition and evacuation of gravel covering | 96 | SM | 0.00 | |
| 0001 | B | U | Demolition of hydrocarbon covering - T <= 15 cm | 700 | SM | 0.00 | |
| 0001 | B | V | Demolition of hydrocarbon covering - 15 < T <= 25 cm | 700 | SM | 0.00 | |
| 0001 | B | W | Demolition of hydrocarbon covering - T > 25 cm | 400 | SM | 0.00 | |
| 0001 | B | X | Demolition and evacuation of non reinforced concrete covering - T <= 15 cm | 700 | SM | 0.00 | |
| 0001 | B | Y | Demolition and evacuation of non reinforced concrete covering - 15 < T <= 25 cm | 700 | SM | 0.00 | |
| 0001 | C | Z | Demolition and evacuation of non reinforced concrete covering - T > 25 cm | 400 | SM | 0.00 | |
| 0001 | C | A | Demolition and evacuation of reinforced concrete covering - T <= 15 cm | 400 | SM | 0.00 | |
| 0001 | C | B | Demolition and evacuation of reinforced concrete covering - 15 < T <= 25 cm | 400 | SM | 0.00 | |
| 0001 | C | C | Demolition and evacuation of reinforced concrete covering - T > 25 cm | 400 | SM | 0.00 | |
| 0001 | C | D | Concrete breaker and on-site storage | 140 | CM | 0.00 | |
| 0001 | C | E | Demolition and evacuation of foundation/subfoudation made of unbound materials | 900 | CM | 0.00 | |
| 0001 | C | F | Demolition and storage of foundation/subfoudation made of unbound materials | 900 | CM | 0.00 | |
| 0001 | C | G | Demolition and evacuation of foundation/subfoudation made of non reinforced bound materials | 900 | CM | 0.00 | |
| 0001 | C | H | Demolition and storage of foundation/subfoudation made of non reinforced bound materials | 900 | CM | 0.00 | |
| 0001 | C | I | Demolition and evacuation of foundation/subfoudation made of bottoming treated with additives | 900 | CM | 0.00 | |
| 0001 | C | J | Demolition and evacuation of foundation/subfoudation made of lean concrete | 900 | CM | 0.00 | |
| 0001 | C | K | Demolition and evacuation of foundation/subfoudation made of sand-cement | 900 | CM | 0.00 | |
| 0001 | C | L | Demolition and evacuation of foundation/subfoudation made of reinforced lean concrete | 900 | CM | 0.00 | |
| 0001 | C | M | Demolition and evacuation of stone curbstones | 6 | LM | 0.00 | |
| 0001 | C | N | Dismounting of stone curbstones to be reused on the work site | 24 | LM | 0.00 | |
| 0001 | C | O | Demolition and evacuation of prefabricated concrete curbstones | 200 | LM | 0.00 | |
| 0001 | C | P | Demolition and evacuation of concrete curbstones cast on site | 48 | LM | 0.00 | |
| 0001 | C | Q | Dismounting and evacuation of shore-up strips or road gutter made of prefabricated concrete - width : B <= 25 cm | 200 | LM | 0.00 | |
| 0001 | C | R | Dismounting and evacuation of shore-up strips or road gutter made of prefabricated concrete - 25 < width : B <= 40 cm | 200 | LM | 0.00 | |
| 0001 | C | S | Dismounting and evacuation of shore-up strips or road gutter made of prefabricated concrete - 40 < width : B <= 60 cm | 48 | LM | 0.00 | |
| 0001 | C | T | Dismounting and evacuation of shore-up strips or road gutter made of prefabricated concrete - 60 < width : B <= 80 cm | 48 | LM | 0.00 | |
| 0001 | C | U | Dismounting and evacuation of shore-up strips or road gutter made of prefabricated concrete - width : B > 80 cm | 48 | LM | 0.00 | |
| 0001 | C | V | Dismounting and evacuation of shore-up strips or road gutter made of concrete cast on site - width : B <= 25 cm | 96 | LM | 0.00 | |
| 0001 | C | W | Dismounting and evacuation of shore-up strips or road gutter made of concrete cast on site - 25 < width : B <= 40 cm | 96 | LM | 0.00 | |
| 0001 | C | X | Dismounting and evacuation of shore-up strips or road gutter made of concrete cast on site - 40 < width : B <= 60 cm | 48 | LM | 0.00 | |
| 0001 | C | Y | Dismounting and evacuation of shore-up strips or road gutter made of concrete cast on site - 60 < width : B <= 80 cm | 48 | LM | 0.00 | |
| 0001 | C | Z | Dismounting and evacuation of shore-up strips or road gutter made of concrete cast on site - width : B > 80 cm | 48 | LM | 0.00 | |
| 0001 | C | A | Demolition and evacuation of shore-up strips or road gutter made of paving stones | 48 | SM | 0.00 | |
| 0001 | C | B | Demolition and evacuation of shore-up strips or road gutter made of cast asphalt | 48 | SM | 0.00 | |
| 0001 | C | C | Demolition and evacuation of linear elements foundation made of bound material | 48 | CM | 0.00 | |
| 0001 | C | D | Demolition and evacuation of pipes - diameter DN <= 300 mm | 96 | LM | 0.00 | |
| 0001 | C | E | Demolition and evacuation of pipes - 300 < diameter DN <= 600 mm | 96 | LM | 0.00 | |
| 0001 | C | F | Demolition and evacuation of pipes - 600 < diameter DN <= 1000 mm | 24 | LM | 0.00 | |
| 0001 | C | G | Demolition and evacuation of pipes - 1000 < diameter DN <= 2000 mm | 24 | LM | 0.00 | |
| 0001 | C | H | Demolition and evacuation of asbestos pipes, with submittal of a certificate from certified dump | 24 | LM | 0.00 | |
| 0001 | C | I | Demolition and evacuation of drainage gutter - useful section <= 0.15 m2 | 96 | LM | 0.00 | |
| 0001 | C | J | Demolition and evacuation of drainage gutter - 0.15 < useful section <= 0.30 m2 | 96 | LM | 0.00 | |
| 0001 | C | K | Demolition and evacuation of drainage gutter - useful section > 0.30 m2 | 48 | LM | 0.00 | |
| 0001 | C | L | Demolition and evacuation of surface elements - water collector | 2 | EA | 0.00 | |
| 0001 | C | M | Demolition and evacuation of surface elements - trap and/or grill | 2 | EA | 0.00 | |
| 0001 | C | N | Demolition and evacuation of fire hydrant | 2 | EA | 0.00 | |
| 0001 | C | O | Demolition and evacuation of surface elements - other road fittings | 2 | EA | 0.00 | |
| 0001 | C | P | Demolition and evacuation of buried elements - masonry blocks | 2 | CM | 0.00 | |
| 0001 | C | Q | Demolition and evacuation of buried elements - non reinforced cocnrete blocks | 2 | CM | 0.00 | |
| 0001 | C | R | Demolition and evacuation of buried elements - reinforced concrete blocks | 2 | CM | 0.00 | |
| 0001 | C | S | Demolition and evacuation of buried elements - manhole : height <= 2 m | 2 | CM | 0.00 | |
| 0001 | C | T | Demolition and evacuation of buried elements - manhole : height > 2 m | 2 | CM | 0.00 | |
| 0001 | C | U | Demolition and evacuation of concrete safety guide rail - high safety curbstone | 2 | LM | 0.00 | |
| 0001 | C | V | Demolition and evacuation of concrete safety guide rail - low safety curbstone | 2 | LM | 0.00 | |
| 0001 | C | W | Demolition and evacuation of vertical sign on 1 support - full dismounting, foundation included | 2 | EA | 0.00 | |
| 0001 | C | X | Demolition and evacuation of vertical sign on 2 supports - full dismounting, foundation included | 2 | EA | 0.00 | |
| 0001 | C | Y | Full dismounting of vertical sign on 1 support to be reused on site | 2 | EA | 0.00 | |
| 0001 | C | Z | Full dismounting of vertical sign on 2 supports to be reused on site | 2 | EA | 0.00 | |
| Sub total | 0.00 |
0002 Earthwork
| 0002 | A | A | Preliminary work - spotting and marking of buried installations with electronic devices | 2 | EA | 0.00 | |
| 0002 | A | B | Preliminary work - spotting and marking of buried installations through search excavations | 12 | CM | 0.00 | |
| 0002 | A | C | Earthwork- removal and off-site evacuation of non-contaminated topsoil | 100 | CM | 0.00 | |
| 0002 | A | D | Earthwork - removal and on-site storage of topsoil stripping | 100 | CM | 0.00 | |
| 0002 | A | E | Earthwork - general excavation (standard conditions) | 100 | CM | 0.00 | |
| 0002 | A | F | Earthwork - general excavation (additional cost for excavation in rocky ground) | 100 | CM | 0.00 | |
| 0002 | A | G | Earthwork - general excavation (additional cost for excavation in compact ground) | 100 | CM | 0.00 | |
| 0002 | A | H | Earthwork - general excavation (additional cost for excavation on low-bearing ground) | 100 | CM | 0.00 | |
| 0002 | A | I | Earthwork - general excavation (additional cost for excavation in highly contaminated ground) | 100 | CM | 0.00 | |
| 0002 | A | J | Earthwork - removal and transportation to an on-site storage location | 100 | CM | 0.00 | |
| 0002 | A | K | Earthwork - pre-treatment - sieving | 100 | CM | 0.00 | |
| 0002 | A | L | Earthwork - removal and evacuation off-site (possible use type V - Industrial) | 100 | CM | 0.00 | |
| 0002 | A | M | Earthwork - removal and evacuation off-site (possible use type V and IV - Entertainment or Commercial) | 100 | CM | 0.00 | |
| 0002 | A | N | Earthwork - removal and evacuation off-site (possible use type V, VI and III - Residential) | 100 | CM | 0.00 | |
| 0002 | A | O | Earthwork - removal and evacuation off-site (possible use type V, VI, III and II - Agricultural) | 100 | CM | 0.00 | |
| 0002 | A | P | Earthwork - removal and evacuation off-site (possible use type V, VI, III, II and I - Natural) | 100 | CM | 0.00 | |
| 0002 | A | Q | Earthwork - removal and evacuation to an accredited treatment facility (pollution with heavy metals ; no possible reuse under use type V) and submittal of a certificate from certified dump | 20 | CM | 0.00 | |
| 0002 | A | R | Earthwork - removal and evacuation to an accredited treatment facility (pollution with Total Petroleum Hydrocarbons ; no possible reuse under use type V) and submittal of a certificate from certified dump | 20 | CM | 0.00 | |
| 0002 | A | S | Earthwork - removal and evacuation to an accredited treatment facility (pollution with PAH ; no possible reuse under use type V) and submittal of a certificate from certified dump | 20 | CM | 0.00 | |
| 0002 | A | T | Earthwork - backfill with on-site soil stockpile | 100 | CM | 0.00 | |
| 0002 | A | U | Earthwork - Backfill with off-site soil (possible use type V - Industrial) | 100 | CM | 0.00 | |
| 0002 | A | V | Earthwork - Backfill with off-site soil (possible use type V and IV - Entertainment or Commercial) | 100 | CM | 0.00 | |
| 0002 | A | W | Earthwork - Backfill with off-site soil (possible use type V, VI and III - Residential) | 100 | CM | 0.00 | |
| 0002 | A | X | Earthwork - Backfill with off-site soil (possible use type V, VI, III and II - Agricultural) | 100 | CM | 0.00 | |
| 0002 | A | Y | Earthwork - Backfill with off-site soil (possible use type V, VI, III, II and I - Natural) | 100 | CM | 0.00 | |
| 0002 | A | Z | Mechanical earthwork - trenches for utilities - successive sand backfills included | 72 | CM | 0.00 | |
| 0002 | B | A | Manual earthwork - trenches for utilities - successive sand backfills included | 2 | CM | 0.00 | |
| 0002 | B | B | Earthwork for pipes - D = 200 mm - Depth <= 1 m - successive sand backfills included | 96 | LM | 0.00 | |
| 0002 | B | C | Earthwork for pipes - D = 400 mm - Depth <= 1 m - successive sand backfills included | 96 | LM | 0.00 | |
| 0002 | B | D | Earthwork for pipes - D = 600 mm - Depth <= 1 m - successive sand backfills included | 96 | LM | 0.00 | |
| 0002 | B | E | Earthwork for pipes - D = 800 mm - Depth <= 1 m - successive sand backfills included | 48 | LM | 0.00 | |
| 0002 | B | F | Earthwork for pipes - D = 1000 mm - Depth <= 1 m - successive sand backfills included | 48 | LM | 0.00 | |
| 0002 | B | G | Earthwork for pipes - D = 200 mm - 1 m < Depth <= 2 m - successive sand backfills included | 96 | LM | 0.00 | |
| 0002 | B | H | Earthwork for pipes - D = 400 mm - 1 m < Depth <= 2 m - successive sand backfills included | 96 | LM | 0.00 | |
| 0002 | B | I | Earthwork for pipes - D = 600 mm - 1 m < Depth <= 2 m - successive sand backfills included | 96 | LM | 0.00 | |
| 0002 | B | J | Earthwork for pipes - D = 800 mm - 1 m < Depth <= 2 m - successive sand backfills included | 48 | LM | 0.00 | |
| 0002 | B | K | Earthwork for pipes - D = 1000 mm - 1 m < Depth <= 2 m - successive sand backfills included | 48 | LM | 0.00 | |
| 0002 | B | L | Earthwork for pipes - D = 1200 mm - 1 m < Depth <= 2 m - successive sand backfills included | 48 | LM | 0.00 | |
| 0002 | B | M | Earthwork for pipes - D = 200 mm - 2 m < Depth <= 3 m - successive sand backfills included | 48 | LM | 0.00 | |
| 0002 | B | N | Earthwork for pipes - D = 400 mm - 2 m < Depth <= 3 m - successive sand backfills included | 48 | LM | 0.00 | |
| 0002 | B | O | Earthwork for pipes - D = 600 mm - 2 m < Depth <= 3 m - successive sand backfills included | 48 | LM | 0.00 | |
| 0002 | B | P | Earthwork for pipes - D = 800 mm - 2 m < Depth <= 3 m - successive sand backfills included | 48 | LM | 0.00 | |
| 0002 | B | Q | Earthwork for pipes - D = 1000 mm - 2 m < Depth <= 3 m - successive sand backfills included | 48 | LM | 0.00 | |
| 0002 | B | R | Earthwork for pipes - D = 1200 mm - 2 m < Depth <= 3 m - successive sand backfills included | 48 | LM | 0.00 | |
| 0002 | B | S | Earthwork for polyethylene duct and/or ringed PVC - D = 110 mm - successive sand backfills included | 96 | LM | 0.00 | |
| 0002 | B | T | Earthwork for polyethylene duct and/or ringed PVC - D = 125 mm - successive sand backfills included | 96 | LM | 0.00 | |
| 0002 | B | U | Earthwork for polyethylene duct and/or ringed PVC - D = 160 mm - successive sand backfills included | 96 | LM | 0.00 | |
| 0002 | B | V | Earthwork for polyethylene duct and/or ringed PVC - D = 200 mm - successive sand backfills included | 96 | LM | 0.00 | |
| 0002 | B | W | Earthwork - Excavation for digging of trenches - with evacuation - and submittal of certificate from certified dump | 48 | CM | 0.00 | |
| 0002 | B | X | Earthwork - Sizing of trenches (S<0.5m2) - with evacuation - and submittal of certificate from certified dump | 48 | CM | 0.00 | |
| 0002 | B | Y | Earthwork - Sizing of trenches(S>0.5m2) - with evacuation - and submittal of certificate from certified dump | 48 | CM | 0.00 | |
| 0002 | B | Z | Earthwork - Excavation for manholes, tanks, ... with evacuation | 48 | CM | 0.00 | |
| 0002 | C | A | Backfill for manholes, tanks,... in sand-cement | 48 | CM | 0.00 | |
| 0002 | C | B | Backfill for manholes, tanks,... in sand | 48 | CM | 0.00 | |
| 0002 | C | C | Backfill - Additional cost for special reinforcement | 20 | SM | 0.00 | |
| 0002 | C | D | Backfill - building of berm with vegetal earth - 45 degrees slope - Height = 1 m | 192 | CM | 0.00 | |
| 0002 | C | E | Backfill - building of berm with vegetal earth - 45 degrees slope - Height = 2 m | 192 | CM | 0.00 | |
| 0002 | C | F | Backfill - building of berm with vegetal earth - 45 degrees slope - Height = 3 m | 96 | CM | 0.00 | |
| 0002 | C | G | General excavation for plants and lawn - depth = 30 cm | 96 | SM | 0.00 | |
| 0002 | C | H | Backfill for lawn and plants with turned-up earth | 96 | CM | 0.00 | |
| 0002 | C | I | Backfill for lawn and plants with backfill earth - to be supplied | 96 | CM | 0.00 | |
| 0002 | C | J | Backfill for lawn and plants with substitution vegetal earth - to be supplied | 96 | CM | 0.00 | |
| 0002 | C | K | Backfill for lawn and plants with arable earth - to be supplied | 96 | CM | 0.00 | |
| 0002 | C | L | Backfill for lawn and plants with heathmould | 96 | CM | 0.00 | |
| 0002 | C | M | Levelling and profiling of ground | 48 | SM | 0.00 | |
| 0002 | C | N | Full cleaning of ground and removal of stones | 200 | SM | 0.00 | |
| 0002 | C | O | Grinding of ground surface | 200 | SM | 0.00 | |
| 0002 | C | P | Raking of ground surface | 200 | SM | 0.00 | |
| 0002 | C | Q | Sowing of lawn | 200 | SM | 0.00 | |
| 0002 | C | R | Laying of lawn patches | 200 | SM | 0.00 | |
| Sub total | 0.00 |
0003 Subfoundations and foundation
| 0003 | A | A | Supply and installation of a geotextile membrane on foundation bottom | 900 | SM | 0.00 | |
| 0003 | A | B | Supply and installation of a reinforcement geogrid on foundation bottom | 900 | SM | 0.00 | |
| 0003 | A | C | Rolling of foundation bottom | 900 | SM | 0.00 | |
| 0003 | A | D | Reprofiling and rolling of existing subfoundation or foundation | 900 | SM | 0.00 | |
| 0003 | A | E | Subfoundation reprofiling materials | 96 | TN | 0.00 | |
| 0003 | A | F | Preliminary work - treatment of foundation bottom with lime supply | 96 | CM | 0.00 | |
| 0003 | A | G | Preliminary work - treatment of foundation bottom with cement supply | 96 | CM | 0.00 | |
| 0003 | A | H | subfoundation- coming from work site | 96 | CM | 0.00 | |
| 0003 | A | I | Supply and installation of type 1 subfoundation | 96 | CM | 0.00 | |
| 0003 | A | J | Supply and installation of type 1 subfoundation - T = 10 cm | 900 | SM | 0.00 | |
| 0003 | A | K | Supply and installation of type 1 subfoundation - T = 20 cm | 900 | SM | 0.00 | |
| 0003 | A | L | Supply and installation of type 1 subfoundation - T = 30 cm | 900 | SM | 0.00 | |
| 0003 | A | M | Supply and installation of type 1 subfoundation - T = 50 cm | 900 | SM | 0.00 | |
| 0003 | A | N | Supply and installation of type 2 subfoundation | 96 | CM | 0.00 | |
| 0003 | A | O | Supply and installation of type 2 subfoundation - T = 10 cm | 900 | SM | 0.00 | |
| 0003 | A | P | Supply and installation of type 2 subfoundation - T = 20 cm | 900 | SM | 0.00 | |
| 0003 | A | Q | Supply and installation of type 2 subfoundation - T = 30 cm | 900 | SM | 0.00 | |
| 0003 | A | R | Supply and installation of type 2 subfoundation - T = 50 cm | 900 | SM | 0.00 | |
| 0003 | A | S | Supply and installation of type 4 subfoundation | 96 | CM | 0.00 | |
| 0003 | A | T | Supply and installation of type 4 subfoundation - T = 10 cm | 900 | SM | 0.00 | |
| 0003 | A | U | Supply and installation of type 4 subfoundation - T = 20 cm | 900 | SM | 0.00 | |
| 0003 | A | V | Supply and installation of type 4 subfoundation - T = 30 cm | 900 | SM | 0.00 | |
| 0003 | A | W | Supply and installation of type 4 subfoundation - T = 50 cm | 900 | SM | 0.00 | |
| 0003 | A | X | Supply and installation of subfoundation: replace improper ground for foundation bottom | 48 | CM | 0.00 | |
| 0003 | A | Y | Reprofiling and rolling of existing foundation | 900 | SM | 0.00 | |
| 0003 | A | Z | Foundation reprofiling materials | 96 | TN | 0.00 | |
| 0003 | B | A | Supply and installation of type I continuous bottoming foundation | 96 | CM | 0.00 | |
| 0003 | B | B | Supply and installation of type I continuous bottoming foundation - T = 10 cm | 400 | SM | 0.00 | |
| 0003 | B | C | Supply and installation of type I continuous bottoming foundation - T = 20 cm | 400 | SM | 0.00 | |
| 0003 | B | D | Supply and installation of type I continuous bottoming foundation - T = 30 cm | 400 | SM | 0.00 | |
| 0003 | B | E | Supply and installation of type II continuous bottoming foundation | 96 | CM | 0.00 | |
| 0003 | B | F | Supply and installation of type II continuous bottoming foundation - T = 10 cm | 400 | SM | 0.00 | |
| 0003 | B | G | Supply and installation of type II continuous bottoming foundation - T = 20 cm | 400 | SM | 0.00 | |
| 0003 | B | H | Supply and installation of type II continuous bottoming foundation - T = 30 cm | 400 | SM | 0.00 | |
| 0003 | B | I | Supply and installation of type III discontinuous bottoming foundation | 96 | CM | 0.00 | |
| 0003 | B | J | Supply and installation of type III discontinuous bottoming foundation - T = 10 cm | 400 | SM | 0.00 | |
| 0003 | B | K | Supply and installation of type III discontinuous bottoming foundation - T = 20 cm | 400 | SM | 0.00 | |
| 0003 | B | L | Supply and installation of type III continuous bottoming foundation - T = 30 cm | 400 | SM | 0.00 | |
| 0003 | B | M | Supply and installation of type I sand-cement foundation | 96 | CM | 0.00 | |
| 0003 | B | N | Supply and installation of type I sand-cement foundation - T = 10 cm | 400 | SM | 0.00 | |
| 0003 | B | O | Supply and installation of type I sand-cement foundation - T = 20 cm | 400 | SM | 0.00 | |
| 0003 | B | P | Supply and installation of type I sand-cement foundation - T = 30 cm | 400 | SM | 0.00 | |
| 0003 | B | Q | Supply and installation of type II sand-cement foundation | 96 | CM | 0.00 | |
| 0003 | B | R | Supply and installation of type II sand-cement foundation - T = 10 cm | 400 | SM | 0.00 | |
| 0003 | B | S | Supply and installation of type II sand-cement foundation - T = 20 cm | 400 | SM | 0.00 | |
| 0003 | B | T | Supply and installation of type II sand-cement foundation - T = 30 cm | 400 | SM | 0.00 | |
| 0003 | B | U | Supply and installation of type I lean concrete foundation | 96 | CM | 0.00 | |
| 0003 | B | V | Supply and installation of type I lean concrete foundation - T = 10 cm | 400 | SM | 0.00 | |
| 0003 | B | W | Supply and installation of type I lean concrete foundation - T = 20 cm | 400 | SM | 0.00 | |
| 0003 | B | X | Supply and installation of type I lean concrete foundation - T = 30 cm | 400 | SM | 0.00 | |
| 0003 | B | Y | Supply and installation of type II lean concrete foundation | 96 | CM | 0.00 | |
| 0003 | B | Z | Supply and installation of type II lean concrete foundation - T = 10 cm | 400 | SM | 0.00 | |
| 0003 | C | A | Supply and installation of type II lean concrete foundation - T = 20 cm | 400 | SM | 0.00 | |
| 0003 | C | B | Supply and installation of type II lean concrete foundation - T = 30 cm | 400 | SM | 0.00 | |
| 0003 | C | C | Supply and installation of type I or type II lean concrete foundation for linear elements foundation and shore-up | 48 | CM | 0.00 | |
| 0003 | C | D | Supply and installation of rebar for lean concrete foundation - lattice 1kg/m2 minimum | 400 | SM | 0.00 | |
| 0003 | C | E | Supply and installation of rebar for lean concrete foundation - lattice 3kg/m2 minimum | 400 | SM | 0.00 | |
| 0003 | C | F | Supply and installation of concrete foundation, class C 16/20 | 48 | CM | 0.00 | |
| 0003 | C | G | Supply and installation of concrete foundation, class C 16/20 - T = 10 cm | 96 | SM | 0.00 | |
| 0003 | C | H | Supply and installation of concrete foundation, class C 16/20 - T = 20 cm | 96 | SM | 0.00 | |
| 0003 | C | I | Supply and installation of concrete foundation, class C 16/20 - T = 30 cm | 96 | SM | 0.00 | |
| 0003 | C | J | Supply and installation of pouzzolanic concrete foundation | 24 | CM | 0.00 | |
| 0003 | C | K | Supply and installation of pouzzolanic concrete foundation - T = 10 cm | 48 | SM | 0.00 | |
| 0003 | C | L | Supply and installation of pouzzolanic concrete foundation - T = 20 cm | 48 | SM | 0.00 | |
| 0003 | C | M | Supply and installation of pouzzolanic concrete foundation - T = 30 cm | 48 | SM | 0.00 | |
| 0003 | C | N | Supply and installation of porous lean concrete foundation | 48 | CM | 0.00 | |
| 0003 | C | O | Supply and installation of porous lean concrete foundation - T = 10 cm | 48 | SM | 0.00 | |
| 0003 | C | P | Supply and installation of porous lean concrete foundation - T = 20 cm | 48 | SM | 0.00 | |
| 0003 | C | Q | Supply and installation of porous lean concrete foundation - T = 30 cm | 48 | SM | 0.00 | |
| 0003 | C | R | Supply and installation of rolled dry concrete foundation - BSC20 | 24 | CM | 0.00 | |
| 0003 | C | S | Supply and installation of rolled dry concrete foundation - BSC20 - T = 10 cm | 48 | SM | 0.00 | |
| 0003 | C | T | Supply and installation of rolled dry concrete foundation - BSC20 - T = 20 cm | 48 | SM | 0.00 | |
| 0003 | C | U | Supply and installation of rolled dry concrete foundation - BSC20 - T = 30 cm | 48 | SM | 0.00 | |
| 0003 | C | V | Supply and installation of rolled dry concrete foundation - BSC30 | 24 | CM | 0.00 | |
| 0003 | C | W | Supply and installation of rolled dry concrete foundation - BSC30 - T = 10 cm | 48 | SM | 0.00 | |
| 0003 | C | X | Supply and installation of rolled dry concrete foundation - BSC30 - T = 20 cm | 48 | SM | 0.00 | |
| 0003 | C | Y | Supply and installation of rolled dry concrete foundation - BSC30 - T = 30 cm | 48 | SM | 0.00 | |
| Sub total | 0.00 |
0004 Coverings
| 0004 | A | A | Supply and installation of continuous reinforced concrete covering - T = 18 cm | 400 | SM | 0.00 | |
| 0004 | A | B | Supply and installation of continuous reinforced concrete covering - T = 20 cm | 400 | SM | 0.00 | |
| 0004 | A | C | Supply and installation of continuous reinforced concrete covering - T = 23 cm | 400 | SM | 0.00 | |
| 0004 | A | D | Supply and installation of discontinuous concrete covering - T = 18 cm | 400 | SM | 0.00 | |
| 0004 | A | E | Supply and installation of discontinuous concrete covering - T = 20 cm | 400 | SM | 0.00 | |
| 0004 | A | F | Supply and installation of discontinuous concrete covering - T = 23 cm | 400 | SM | 0.00 | |
| 0004 | A | G | Additional cost for concrete colored in the mass | 96 | CM | 0.00 | |
| 0004 | A | H | Surface treatment of concrete covering (brushing) | 96 | SM | 0.00 | |
| 0004 | A | I | Impregnation process of concrete covering: waterproof | 200 | SM | 0.00 | |
| 0004 | A | J | Execution of cross expansion joint for concrete covering | 48 | LM | 0.00 | |
| 0004 | A | K | Longitudinal joint for concrete covering | 200 | LM | 0.00 | |
| 0004 | A | L | Additional cost for reinforcements | 200 | Kg | 0.00 | |
| 0004 | A | M | Supply and install reinforced concrete slab - T = 15 cm - installation and removal of formwork included | 48 | SM | 0.00 | |
| 0004 | A | N | Supply and install reinforced concrete slab - T = 20 cm - installation and removal of formwork included | 48 | SM | 0.00 | |
| 0004 | A | O | Supply and install reinforced concrete slab - T = 25 cm - installation and removal of formwork included | 48 | SM | 0.00 | |
| 0004 | A | P | Supply and install reinforced concrete slab - T = 30 cm - installation and removal of formwork included | 48 | SM | 0.00 | |
| 0004 | A | Q | Supply and install reinforced concrete slab - T = 40 cm - installation and removal of formwork included | 48 | SM | 0.00 | |
| 0004 | A | R | Surface treatment of concrete slab : smoothing | 48 | SM | 0.00 | |
| 0004 | A | S | Additional cost for additives | 200 | CM | 0.00 | |
| 0004 | A | T | Treatment of joints with hot-dip sealing product | 400 | LM | 0.00 | |
| 0004 | A | U | Treatment of joints with anti-kerosene sealing product for concrete-concrete covering | 200 | LM | 0.00 | |
| 0004 | A | V | Supply and installation of concrete covering tack coat | 900 | SM | 0.00 | |
| 0004 | A | W | Supply and installation of hydrocarbon covering tack coat | 900 | SM | 0.00 | |
| 0004 | A | X | Supply and installation of tack coat between 2 hydrocarbon coats | 900 | SM | 0.00 | |
| 0004 | A | Y | Supply and installation of grill | 400 | SM | 0.00 | |
| 0004 | A | Z | Supply and installation of geogrill | 400 | SM | 0.00 | |
| 0004 | B | A | High pressure cleaning of binding coat made of hydrocarbon coated material | 200 | SM | 0.00 | |
| 0004 | B | B | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-20base3-1 | 96 | TN | 0.00 | |
| 0004 | B | C | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-20base3-1- T = 6 cm | 900 | SM | 0.00 | |
| 0004 | B | D | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-20base3-1 - T = 7 cm | 900 | SM | 0.00 | |
| 0004 | B | E | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-20base3-1 - T = 8 cm | 900 | SM | 0.00 | |
| 0004 | B | F | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-14base-3-1 | 96 | TN | 0.00 | |
| 0004 | B | G | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-14base-3-1 - T = 4 cm | 900 | SM | 0.00 | |
| 0004 | B | H | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-14base-3-1 - T = 5 cm | 900 | SM | 0.00 | |
| 0004 | B | I | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-14base-3-1 - T = 6 cm | 900 | SM | 0.00 | |
| 0004 | B | J | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-10base3-1 | 96 | TN | 0.00 | |
| 0004 | B | K | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-10base3-1 - T = 4 cm | 900 | SM | 0.00 | |
| 0004 | B | L | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-6,3base3-1 | 96 | TN | 0.00 | |
| 0004 | B | M | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-6,3base3-1 - T = 3 cm | 900 | SM | 0.00 | |
| 0004 | B | N | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-20base3-2 | 96 | TN | 0.00 | |
| 0004 | B | O | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-20base3-2- T = 6 cm | 900 | SM | 0.00 | |
| 0004 | B | P | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-20base3-2 - T = 7 cm | 900 | SM | 0.00 | |
| 0004 | B | Q | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-20base3-2 - T = 8 cm | 900 | SM | 0.00 | |
| 0004 | B | R | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-14base-3-2 | 96 | TN | 0.00 | |
| 0004 | B | S | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-14base-3-2 - T = 4 cm | 900 | SM | 0.00 | |
| 0004 | B | T | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-14base-3-2 - T = 5 cm | 900 | SM | 0.00 | |
| 0004 | B | U | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-14base-3-2 - T = 6 cm | 900 | SM | 0.00 | |
| 0004 | B | V | Supply and installation of traffic coat made of hydrocarbon coated material with sand internal structure type AC14Surf1-1 | 96 | TN | 0.00 | |
| 0004 | B | W | Supply and installation of traffic coat made of hydrocarbon coated material with sand internal structure type AC14Surf1-1 - T = 4 cm | 900 | SM | 0.00 | |
| 0004 | B | X | Supply and installation of traffic coat made of hydrocarbon coated material with sand internal structure type AC10Surf4-1 | 96 | TN | 0.00 | |
| 0004 | B | Y | Supply and installation of traffic coat made of hydrocarbon coated material with sand internal structure type AC10Surf4-1 - T = 4 cm | 900 | SM | 0.00 | |
| 0004 | B | Z | Supply and installation of traffic coat made of hydrocarbon coated material with sand internal structure type AC6,3Surf4-1 | 96 | TN | 0.00 | |
| 0004 | C | A | Supply and installation of traffic coat made of hydrocarbon coated material with sand internal structure type AC6,3Surf4-1 - T = 3 cm | 900 | SM | 0.00 | |
| 0004 | C | B | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-14-1 | 48 | TN | 0.00 | |
| 0004 | C | C | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-14-1 - T = 3 cm | 900 | SM | 0.00 | |
| 0004 | C | D | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-14-1 - T = 4 cm | 900 | SM | 0.00 | |
| 0004 | C | E | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-14-1 made of crushed PORPHYRY stones | 48 | TN | 0.00 | |
| 0004 | C | F | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-14-1 made of crushed PORPHYRY stones- T = 6cm | 900 | SM | 0.00 | |
| 0004 | C | G | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-14-2 | 48 | TN | 0.00 | |
| 0004 | C | H | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-14-2 - T = 4 cm | 900 | SM | 0.00 | |
| 0004 | C | I | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-14-2 - T = 5 cm | 900 | SM | 0.00 | |
| 0004 | C | J | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-10-1 | 48 | TN | 0.00 | |
| 0004 | C | K | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-10-1 - T = 3 cm | 900 | SM | 0.00 | |
| 0004 | C | L | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-10-1 - T = 3,5 cm | 900 | SM | 0.00 | |
| 0004 | C | M | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-10-2 | 48 | TN | 0.00 | |
| 0004 | C | N | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-10-2 - T = 3 cm | 900 | SM | 0.00 | |
| 0004 | C | O | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-10-2 - T = 3,5 cm | 900 | SM | 0.00 | |
| 0004 | C | P | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-6,3-1 | 48 | TN | 0.00 | |
| 0004 | C | Q | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-6,3-1 - T = 2 cm | 900 | SM | 0.00 | |
| 0004 | C | R | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-6,3-1 - T = 2,5 cm | 900 | SM | 0.00 | |
| 0004 | C | S | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-6,3-2 | 48 | TN | 0.00 | |
| 0004 | C | T | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-6,3-2 - T = 2 cm | 900 | SM | 0.00 | |
| 0004 | C | U | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-6,3-2 - T = 2,5 cm | 900 | SM | 0.00 | |
| 0004 | C | V | Supply and installation of traffic coat made of draining coated material type PA-14-1 | 24 | TN | 0.00 | |
| 0004 | C | W | Supply and installation of traffic coat made of draining coated material type PA-1 4-1- T = 4 cm | 400 | SM | 0.00 | |
| 0004 | C | X | Supply and installation of traffic coat made of draining coated material type PA-14-2 | 24 | TN | 0.00 | |
| 0004 | C | Y | Supply and installation of traffic coat made of draining coated material type PA-14-2- T = 4 cm | 400 | SM | 0.00 | |
| 0004 | C | Z | Supply and installation of traffic coat made of draining coated material type PA-10-1 | 24 | TN | 0.00 | |
| 0004 | D | A | Supply and installation of traffic coat made of draining coated material type PA-10-1- T = 3 cm | 400 | SM | 0.00 | |
| 0004 | D | B | Provide Quality Assurance Plan for the installation of hydrocarbon coated material | 2 | EA | 0.00 | |
| 0004 | D | C | Treatment of joints with pre-shaped bituminous strip for joints | 400 | LM | 0.00 | |
| 0004 | D | D | Treatment of joints with extruded bituminous strip for joints | 400 | LM | 0.00 | |
| 0004 | D | E | Treatment of joints with hot-dip sealing product | 400 | LM | 0.00 | |
| 0004 | D | F | Treatment of non propped edges with emulsion type C60B1 | 200 | LM | 0.00 | |
| 0004 | D | G | Treatment of non propped edges with bitumen | 200 | LM | 0.00 | |
| 0004 | D | H | Anti-kerozene treatment of hydrocarbon surface | 900 | SM | 0.00 | |
| 0004 | D | I | Treatment of joints with anti-kerozene sealing product for hydrocarbon covering | 292 | LM | 0.00 | |
| 0004 | D | J | Treatment of joints with anti-kerozene sealing product for concrete-concrete covering | 292 | LM | 0.00 | |
| 0004 | D | K | Supply and installation of grey rectangular concrete paving stone covering - 22 x 11 x 8 cm - filling of joints with white sand included | 200 | SM | 0.00 | |
| 0004 | D | L | Supply and installation of grey rectangular concrete paving stone covering - 22 x 11 x 10 cm - filling of joints with white sand included | 200 | SM | 0.00 | |
| 0004 | D | M | Supply and installation of grey rectangular concrete paving stone covering - 22 x 11 x 12 cm - filling of joints with white sand included | 200 | SM | 0.00 | |
| 0004 | D | N | Supply and installation of draining grey rectangular concrete paving stone covering - 22 x 11 x 8 cm - filling of joints with gravel included | 200 | SM | 0.00 | |
| 0004 | D | O | Supply and installation of draining grey rectangular concrete paving stone covering - 22 x 11 x 10 cm - filling of joints with gravel included | 200 | SM | 0.00 | |
| 0004 | D | P | Additional cost for concrete paving stones colored in the mass | 24 | SM | 0.00 | |
| 0004 | D | Q | Supply and installation of concrete slab covering - 30 x 30 x 5 cm - pointing included | 144 | SM | 0.00 | |
| 0004 | D | R | Supply and installation of bushhammer granite slab covering - 40 x 40 x 3 cm - pointing included | 48 | SM | 0.00 | |
| 0004 | D | S | Supply and installation of blue stone slab covering - 40 < T < 70 mm - pointing included | 48 | SM | 0.00 | |
| 0004 | D | T | Supply and installation of oblong paving stone covering - pointing included | 24 | SM | 0.00 | |
| 0004 | D | U | Supply and installation of PEHD lawn strips covering - Thickness T = 5cm including joints | 96 | SM | 0.00 | |
| 0004 | D | V | Supply and installation of concrete lawn strips covering - Thickness T = 8cm including joints | 96 | SM | 0.00 | |
| 0004 | D | W | Supply and installation of concrete lawn strips covering - Thickness T = 10cm including joints | 96 | SM | 0.00 | |
| 0004 | D | X | Supply and installation of concrete lawn strips covering - Thickness T = 12cm including joints | 96 | SM | 0.00 | |
| 0004 | D | Y | Supply and installation of dolomite covering | 48 | TN | 0.00 | |
| 0004 | D | Z | Supply and installation of dolomite covering - T = 5 cm | 96 | SM | 0.00 | |
| 0004 | D | A | Supply and installation of dolomite covering - T = 10 cm | 96 | SM | 0.00 | |
| 0004 | D | B | Supply and installation of porphyry gravel covering 7/14 | 48 | TN | 0.00 | |
| 0004 | D | C | Supply and installation of porphyry gravel covering 7/14 - T = 5 cm | 96 | SM | 0.00 | |
| 0004 | D | D | Supply and installation of porphyry gravel covering 7/14 - T = 10 cm | 96 | SM | 0.00 | |
| 0004 | D | E | Supply and installation of red shale covering | 48 | TN | 0.00 | |
| 0004 | D | F | Supply and installation of red shale covering - T = 5 cm | 96 | SM | 0.00 | |
| 0004 | D | G | Supply and installation of red shale covering - T = 10 cm | 96 | SM | 0.00 | |
| 0004 | D | H | Supply and installation of angular gravel, white flint 8/22 type | 48 | TN | 0.00 | |
| 0004 | D | I | Supply and installation of angular gravel, white flint 8/22 type - T = 5 cm | 96 | SM | 0.00 | |
| 0004 | D | J | Supply and installation of angular gravel, white flint 8/22 type - T = 10 cm | 96 | SM | 0.00 | |
| 0004 | D | K | Additional cost for laying coat with mortar | 96 | SM | 0.00 | |
| 0004 | D | L | Additional cost for pointing with cement mortar | 96 | SM | 0.00 | |
| 0004 | D | M | Additional cost for pointing with cement mortar grout | 96 | SM | 0.00 | |
| 0004 | D | N | Additional cost for pointing with water repellent mortar | 96 | SM | 0.00 | |
| Sub total | 0.00 |
0005 Linear elements and small constructions
| 0005 | A | A | Supply and installation of concrete curbstones, type IA - W = 150 mm, H = 350 mm, c = 20 mm - L = 1 m | 96 | LM | 0.00 | |
| 0005 | A | B | Supply and installation of concrete curbstones, type IA - W = 150 mm, H = 350 mm, c = 20 mm - curved element | 96 | LM | 0.00 | |
| 0005 | A | C | Supply and installation of concrete curbstones, type IB - W = 200 mm, H = 300 mm, c = 20 mm - L = 1 m | 96 | LM | 0.00 | |
| 0005 | A | D | Supply and installation of concrete curbstones, type IB - W = 200 mm, H = 300 mm, c = 20 mm - curved element | 96 | LM | 0.00 | |
| 0005 | A | E | Supply and installation of concrete curbstones, type IC1 - W = 150 mm, H = 300 mm - L = 1 m | 96 | LM | 0.00 | |
| 0005 | A | F | Supply and installation of concrete curbstones, type IC1 - W = 150 mm, H = 300 mm - L = 1 m | 96 | LM | 0.00 | |
| 0005 | A | G | Supply and installation of concrete curbstones, type IC2 - W = 150 mm, H = 300 mm, c = 20 mm - L = 1 m | 96 | LM | 0.00 | |
| 0005 | A | H | Supply and installation of concrete curbstones, type IC2 - W = 150 mm, H = 300 mm, c = 20 mm - curved element | 96 | LM | 0.00 | |
| 0005 | A | I | Supply and installation of concrete curbstones, type IE - W = 200 mm, H = 270 mm, c = 100/50 mm - L = 1 m | 96 | LM | 0.00 | |
| 0005 | A | J | Supply and installation of concrete curbstones, type IE - W = 200 mm, H = 270 mm, c = 100/50 mm - curved element | 96 | LM | 0.00 | |
| 0005 | A | K | Supply and installation of concrete curbstones, type IF1 - W = 300 mm, H = 200 mm, c = 300/30 mm - L = 1 m | 96 | LM | 0.00 | |
| 0005 | A | L | Supply and installation of concrete curbstones, type IF1 - W = 300 mm, H = 200 mm, c = 300/30 mm - curved element | 96 | LM | 0.00 | |
| 0005 | A | M | Supply and installation of concrete curbstones, type IF2 - W = 250 mm, H = 170 mm, c = 150/25 mm - L = 1 m | 96 | LM | 0.00 | |
| 0005 | A | N | Supply and installation of concrete curbstones, type IF2 - W = 250 mm, H = 170 mm, c = 150/25 mm - curved element | 96 | LM | 0.00 | |
| 0005 | A | O | Supply and installation of concrete curbstones, type ID1 - W = 100 mm, H = 300 mm, L = 1 m | 96 | LM | 0.00 | |
| 0005 | A | P | Supply and installation of concrete curbstones, type ID1 - W = 100 mm, H = 300 mm, curved element | 96 | LM | 0.00 | |
| 0005 | A | Q | Supply and installation of concrete curbstones, type ID2 - W = 100 mm, H = 200 mm, L = 1 m | 96 | LM | 0.00 | |
| 0005 | A | R | Supply and installation of concrete curbstones, type ID2 - W = 100 mm, H = 200 mm, curved element | 96 | LM | 0.00 | |
| 0005 | A | S | Supply and installation of concrete curbstones, type ID3 - W = 80 mm, H = 250 mm, L = 1 m | 96 | LM | 0.00 | |
| 0005 | A | T | Supply and installation of concrete curbstones, type ID3 - W = 80 mm, H = 250 mm, curved element | 96 | LM | 0.00 | |
| 0005 | A | U | Supply and installation of concrete curbstones, type ID4 - W = 60 mm, H = 200 mm, L = 1 m | 96 | LM | 0.00 | |
| 0005 | A | V | Supply and installation of concrete curbstones, type ID4 - W = 60 mm, H = 200 mm, curved element | 96 | LM | 0.00 | |
| 0005 | A | W | Additional cost for lowered concrete curbstone for pedestrian crossing | 24 | LM | 0.00 | |
| 0005 | A | X | Supply and installation of lowered concrete curbstones for pedestrian crossing - W = 350 mm, H = 150 mm | 24 | LM | 0.00 | |
| 0005 | A | Y | Supply and installation of lowered concrete curbstones for pedestrian crossing - W = 350 mm, H = 150 mm - end element | 2 | EA | 0.00 | |
| 0005 | A | Z | Supply and installation of lowered concrete curbstones for pedestrian crossing - W = 500 mm, H = 150 mm | 24 | LM | 0.00 | |
| 0005 | B | A | Supply and installation of lowered concrete curbstones for pedestrian crossing - W = 500 mm, H = 150 mm - end element | 2 | EA | 0.00 | |
| 0005 | B | B | Supply and installation of concrete traffic divider curbstone type B2, glued - W = 250 mm, H = 130 mm, c = 70/200 mm - straight element | 96 | LM | 0.00 | |
| 0005 | B | C | Supply and installation of concrete traffic divider curbstone type B2, glued - W = 250 mm, H = 130 mm, c = 70/200 mm - curved element | 96 | LM | 0.00 | |
| 0005 | B | D | Supply and installation of concrete traffic divider curbstone type B2, glued - W = 250 mm, H = 130 mm, c = 70/200 mm - divider point | 2 | EA | 0.00 | |
| 0005 | B | E | Supply and installation of concrete traffic divider curbstone type B1 - W = 250 mm, H = 180 mm, c = 70/200 mm - curved element | 96 | LM | 0.00 | |
| 0005 | B | F | Supply and installation of concrete traffic divider curbstone type B1 - W = 250 mm, H = 180 mm, c = 70/200 mm - straight element | 96 | LM | 0.00 | |
| 0005 | B | G | Supply and installation of concrete traffic divider curbstone type B1 - W = 250 mm, H = 180 mm, c = 70/200 mm - divider point | 2 | EA | 0.00 | |
| 0005 | B | H | Additional cost for traffic divider curbstone made of white concrete | 24 | LM | 0.00 | |
| 0005 | B | I | Supply and installation of prefabricated concrete curbstone-road gutter, type IIIA - length = 1 m | 96 | LM | 0.00 | |
| 0005 | B | J | Supply and installation of prefabricated concrete curbstone-road gutter, type IIIB - length = 1 m | 96 | LM | 0.00 | |
| 0005 | B | K | Supply and installation of prefabricated concrete curbstone-road gutter, type IIIC - length = 1 m | 96 | LM | 0.00 | |
| 0005 | B | L | Supply and installation of prefabricated concrete curbstone-road gutter, type IIID - length = 1 m | 96 | LM | 0.00 | |
| 0005 | B | M | Supply and installation of prefabricated concrete curbstone-road gutter, type IIIE - length = 1 m | 96 | LM | 0.00 | |
| 0005 | B | N | Supply and installation of curbstone-road gutter made of concrete cast on site, type IIIA | 96 | LM | 0.00 | |
| 0005 | B | O | Supply and installation of curbstone-road gutter made of concrete cast on site, type IIIB | 96 | LM | 0.00 | |
| 0005 | B | P | Supply and installation of curbstone-road gutter made of concrete cast on site, type IIIC | 96 | LM | 0.00 | |
| 0005 | B | Q | Supply and installation of curbstone-road gutter made of concrete cast on site, type IIID | 96 | LM | 0.00 | |
| 0005 | B | R | Supply and installation of curbstone-road gutter made of concrete cast on site, type IIIE | 96 | LM | 0.00 | |
| 0005 | B | S | Supply and installation of concrete prefabricated road gutter, type IIA2 - W = 500 mm - length = 1 m | 96 | LM | 0.00 | |
| 0005 | B | T | Supply and installation of concrete prefabricated road gutter, type IID2 - W = 200 mm - length = 1 m | 96 | LM | 0.00 | |
| 0005 | B | U | Supply and installation of concrete prefabricated road gutter, type IIE2 - W = 300 mm - length = 1 m | 96 | LM | 0.00 | |
| 0005 | B | V | Supply and installation of road gutter made of concrete cast on site, type IIA2 - W = 500 mm, T = 200 mm | 96 | LM | 0.00 | |
| 0005 | B | W | Supply and installation of road gutter made of concrete cast on site, type IID2 - W = 200 mm, T = 200 mm | 96 | LM | 0.00 | |
| 0005 | B | X | Supply and installation of road gutter made of concrete cast on site, type IIE2 - W = 300 mm, T = 200 mm | 96 | LM | 0.00 | |
| 0005 | B | Y | Supply and installation of prefabricated concrete shore-up strips, type IIA1 - W = 500 mm - length = 1 m | 96 | LM | 0.00 | |
| 0005 | B | Z | Supply and installation of prefabricated concrete shore-up strips, type IID1 - W = 200 mm - length = 1 m | 96 | LM | 0.00 | |
| 0005 | C | A | Supply and installation of prefabricated concrete shore-up strips, type IIE1 - W = 300 mm - length = 1 m | 96 | LM | 0.00 | |
| 0005 | C | B | Supply and installation of shore-up strips made of concrete cast on site, type IIA1 - W = 500 mm - T = 200 mm | 96 | LM | 0.00 | |
| 0005 | C | C | Supply and installation of shore-up strips made of concrete cast on site, type IID1 - W = 200 mm - T = 200 mm | 96 | LM | 0.00 | |
| 0005 | C | D | Supply and installation of shore-up strips made of concrete cast on site, type IIE1 - W = 300 mm - T = 200 mm | 96 | LM | 0.00 | |
| 0005 | C | E | Supply and installation of prefabricated concrete high safety curbstone, type IVB1, single - H = 800 mm | 48 | LM | 0.00 | |
| 0005 | C | F | Supply and installation of prefabricated concrete high safety curbstone, type IVB1, double - H = 800 mm | 48 | LM | 0.00 | |
| 0005 | C | G | Supply and installation of prefabricated concrete high safety curbstone, type IVB2, single - H = 700 mm | 48 | LM | 0.00 | |
| 0005 | C | H | Supply and installation of prefabricated concrete high safety curbstone, type IVB2, double - H = 800 mm | 48 | LM | 0.00 | |
| 0005 | C | I | Supply and installation of high safety curbstone made of concrete cast on site, type IVB1, single - H = 800 mm | 48 | LM | 0.00 | |
| 0005 | C | J | Supply and installation of high safety curbstone made of concrete cast on site, type IVB1, double - H = 800 mm | 48 | LM | 0.00 | |
| 0005 | C | K | Supply and installation of prefabricated concrete low safety curbstone, single profile | 48 | LM | 0.00 | |
| 0005 | C | L | Supply and installation of prefabricated concrete low safety curbstone, double profile | 48 | LM | 0.00 | |
| 0005 | C | M | Supply and installation of low safety curbstone made of concrete cast on site, single profile | 48 | LM | 0.00 | |
| 0005 | C | N | Supply and installation of low safety curbstone made of concrete cast on site, double profile | 48 | LM | 0.00 | |
| 0005 | C | O | Supply and installation of prefabricated concrete guard stone | 48 | LM | 0.00 | |
| 0005 | C | P | Removal of joint and repointing of existing linear elements (curbstone - safety curbstone - road gutter - shore-up strips) | 200 | LM | 0.00 | |
| 0005 | C | Q | Supply and installation of 2-wave safety rails thickness 3mm including fastening means | 24 | LM | 0.00 | |
| 0005 | C | R | Supply and installation of 3-wave safety rails thickness 3mm including fastening means | 24 | LM | 0.00 | |
| 0005 | C | S | Supply and installation of IPE100 posts - length 1.8m for safety rails including accessories for ground anchoring | 12 | EA | 0.00 | |
| 0005 | C | T | Supply and installation of HEA100 posts - length 1.6m for safety rails including accessories for ground anchoring | 12 | EA | 0.00 | |
| 0005 | C | U | Supply and installation of HEA120 posts - length 1.6m for safety rails including accessories for ground anchoring | 12 | EA | 0.00 | |
| 0005 | C | V | Supply and installation of cable diameter D=22mm including fastening means | 24 | LM | 0.00 | |
| 0005 | C | W | Repair and waterproofing, cementing of existing concrete manhole included | 12 | SM | 0.00 | |
| 0005 | C | X | Repair and waterproofing, cementing of existing masonry manhole included | 12 | SM | 0.00 | |
| 0005 | C | Y | Waterproofing of masonry and concrete through Rhine sand cementing | 12 | SM | 0.00 | |
| 0005 | C | Z | Waterproofing of masonry and concrete with waterproof coating | 12 | SM | 0.00 | |
| 0005 | D | A | Relevelling of road elements (manhole covers, water collectors...) | 2 | EA | 0.00 | |
| 0005 | D | B | Supply, installation and connection of prefabricated concrete manhole - H <= 120 cm | 2 | EA | 0.00 | |
| 0005 | D | C | Supply, installation and connection of reinforced concrete manhole - H >= 120 cm | 2 | CM | 0.00 | |
| 0005 | D | D | Supply, installation and connection of manhole in masonry - H >= 120 cm | 2 | CM | 0.00 | |
| 0005 | D | E | Supply and installation of manhole ladder - H >= 120 cm | 2 | LM | 0.00 | |
| 0005 | D | F | Supply and installation of manhole covers on roads - class F900 - type 7 (rounded with square base) - with locking | 2 | EA | 0.00 | |
| 0005 | D | G | Supply and installation of manhole covers on roads - class D400 - type 1 (tripod and square) | 2 | EA | 0.00 | |
| 0005 | D | H | Supply and installation of manhole covers on roads - class D400 - type 5 (rounded) | 2 | EA | 0.00 | |
| 0005 | D | I | Supply and installation of manhole covers on roads - class D400 - type 7 (rounded with square base) | 2 | EA | 0.00 | |
| 0005 | D | J | Supply and installation of manhole covers on roads - class D400 - type 9 (square) | 2 | EA | 0.00 | |
| 0005 | D | K | Supply and installation of manhole covers out of traffic lanes - class C250 - type 4 (rounded) | 2 | EA | 0.00 | |
| 0005 | D | L | Supply and installation of manhole covers out of traffic lanes - class C250 - type 6 (rounded with square base) | 2 | EA | 0.00 | |
| 0005 | D | M | Supply and installation of manhole covers out of traffic lanes - class C250 - type 8 (square) | 2 | EA | 0.00 | |
| 0005 | D | N | Supply and installation of square grid covers around tree - type black cast-iron | 140 | Kg | 0.00 | |
| 0005 | D | O | Supply and installation of L-shaped prefabricated concrete elements - Height < 100 cm | 4 | LM | 0.00 | |
| 0005 | D | P | Supply and installation of L-shaped prefabricated concrete elements - 100 cm <= Height < 150 cm | 4 | LM | 0.00 | |
| 0005 | D | Q | Supply and installation of L-shaped prefabricated concrete elements - 150 cm <= Height < 200 cm | 4 | LM | 0.00 | |
| 0005 | D | R | Supply and installation of concrete foundation C25/30 for L-shaped support | 12 | CM | 0.00 | |
| 0005 | D | S | Supply and installation of natural stone wall covers - single slope | 2 | SM | 0.00 | |
| 0005 | D | T | Supply and installation of natural stone wall covers - double slope | 2 | SM | 0.00 | |
| 0005 | D | U | Supply and installation of natural stone wall covers - flat | 2 | SM | 0.00 | |
| 0005 | D | V | Supply and installation of concrete wall covers - single slope | 2 | SM | 0.00 | |
| 0005 | D | W | Supply and installation of concrete wall covers - double slope | 2 | SM | 0.00 | |
| 0005 | D | X | Supply and installation of concrete wall covers - flat | 2 | SM | 0.00 | |
| 0005 | D | Y | Execution of small reinforced concrete works, class C40/50 built on site with adherence reinforcement BE 500 S | 2 | CM | 0.00 | |
| 0005 | D | Z | Execution of small masonry works: terra cotta facing bricks | 2 | CM | 0.00 | |
| 0005 | E | A | Execution of small masonry works made of natural stone : "small granite" facing bricks | 2 | CM | 0.00 | |
| 0005 | E | B | Supply and installation of a fence height H < 1,25 m type BETAFENCE PLASITOR mesh 50/3.7 including post and fastening means | 52 | LM | 0.00 | |
| 0005 | E | C | Supply and installation of a fence height 1,25 <= H < 2.00 m type BETAFENCE PLASITOR mesh 50/3.7 including post and fastening means | 52 | LM | 0.00 | |
| 0005 | E | D | Additional cost for outrigger for BETAFENCE PLASITOR fence | 52 | LM | 0.00 | |
| 0005 | E | E | Additional cost for burying of wiremesh | 52 | LM | 0.00 | |
| 0005 | E | F | Supply and installation of single access barrier width = 1.25 m height < 1.25 m, type BETAFENCE FORTINET | 2 | EA | 0.00 | |
| 0005 | E | G | Supply and installation of single access barrier width = 1.25 m height 1.25 m <= H < 2 m, type BETAFENCE FORTINET | 2 | EA | 0.00 | |
| 0005 | E | H | Supply and installation of double access barrier width = 4 m height < 1.25 m, type BETAFENCE FORTINET | 2 | EA | 0.00 |
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .