Attachment 2 - Price Book.xlsx
XLSX spreadsheet 320 KB Posted
- Attached to
- Construction - Paving Services in Belgium
- Solicitation number
- W912PA26RA002
About this file
This is a Price Book attachment for an Indefinite Delivery Indefinite Quantity (IDIQ) contract providing paving services in Belgium for United States Army Garrison (USAG) Benelux locations, including Chievres Air Base, SHAPE, NATO Support Activity, Brussels American School, and Zutendaal. The contract is issued by the Department of the Army Materiel Command Army Contracting Command under solicitation number W912PA26RA002 and establishes unit pricing for Year I work to be executed in accordance with regional standard specifications: Qualiroutes in the Walloon Region, SB 250 in the Flemish Region, and CCT 2015 in the Brussels Region.
The Price Book details comprehensive preliminary work and demolition line items with estimated quantities and unit pricing in Euros, covering ground sampling, topographic surveys, labor surcharges for night and weekend work, design drawing preparation, site clearing activities (tree cutting, stump removal, undergrowth clearing, hedge removal), fence and structure dismounting, burial duct relocation (water, electricity, telephone, sewage, fire hydrant), and hydrocarbon and concrete covering removal at various thicknesses. All listed items currently show zero unit prices and zero total amounts, indicating this is a pricing template requiring contractor submission of rates for the specified scope of work to support the Department of Public Works' maintenance of roads at the identified installations at Amber/Green Infrastructure Status Report levels throughout the fiscal year.
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YEAR I
IDIQ PAVING - YEAR I
| 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 (€)
1001 Preliminary work and demolition
| 1001 | A | A | Ground samplings (sounding) to determine ground resistance - provide report | 1 | EA | 0.00 | 0.00 |
| 1001 | A | B | Topographic surveys: layout of roads - measurement of levels | 1 | EA | 0.00 | 0.00 |
| 1001 | A | C | Additional cost for labor work during night, weekends and legal holidays | 40 | ea | 0.00 | 0.00 |
| 1001 | A | D | Make up and provide execution drawings on Microstation software | 1 | EA | 0.00 | 0.00 |
| 1001 | A | E | Make up and provide design drawings on Microstation software , included studies | 1 | ea | 0.00 | 0.00 |
| 1001 | A | F | Cutting of trees and evacuation | 1 | EA | 0.00 | 0.00 |
| 1001 | A | G | Removal of stumps and evacuation | 1 | EA | 0.00 | 0.00 |
| 1001 | A | H | Clearing of undergrowth and evacuation | 20 | SM | 0.00 | 0.00 |
| 1001 | A | I | Removal of hedges and evacuation | 10 | LM | 0.00 | 0.00 |
| 1001 | A | J | Dismounting and evacuation of fence - metallic elements | 20 | LM | 0.00 | 0.00 |
| 1001 | A | K | Dismounting and evacuation of fence - concrete elements | 10 | LM | 0.00 | 0.00 |
| 1001 | A | L | Dismounting and evacuation of metallic structures | 3 | CM | 0.00 | 0.00 |
| 1001 | A | M | Dismounting and evacuation of wooden structures | 3 | CM | 0.00 | 0.00 |
| 1001 | A | N | Move buried ducts - water | 10 | LM | 0.00 | 0.00 |
| 1001 | A | O | Move buried ducts - electricity | 10 | LM | 0.00 | 0.00 |
| 1001 | A | P | Move buried ducts - telephone | 10 | LM | 0.00 | 0.00 |
| 1001 | A | Q | Move buried ducts - sewage | 10 | LM | 0.00 | 0.00 |
| 1001 | A | R | Move buried ducts - fire hydrant | 1 | EA | 0.00 | 0.00 |
| 1001 | A | S | Cutting and removal of hydrocarbon covering - T = 2 cm | 100 | SM | 0.00 | 0.00 |
| 1001 | A | T | Cutting and removal of hydrocarbon covering - T = 5 cm | 100 | SM | 0.00 | 0.00 |
| 1001 | A | U | Cutting and removal of hydrocarbon covering - T = 10 cm | 100 | SM | 0.00 | 0.00 |
| 1001 | A | V | Cutting and removal of hydrocarbon covering - T = 20 cm | 100 | SM | 0.00 | 0.00 |
| 1001 | A | W | hydrocarbon covering - Additional cost for removal hydrocarbon covering with tar (polluted) + evacuation and submittal of a certificate from certified dump | 20 | CM | 0.00 | 0.00 |
| 1001 | A | X | Cutting and removal of concrete covering - T = 2 cm | 100 | SM | 0.00 | 0.00 |
| 1001 | A | Y | Cutting and removal of concrete covering - T = 5 cm | 100 | SM | 0.00 | 0.00 |
| 1001 | A | Z | Cutting and removal of concrete covering - T = 10 cm | 100 | SM | 0.00 | 0.00 |
| 1001 | B | A | High pressure cleaning after cutting | 100 | SM | 0.00 | 0.00 |
| 1001 | B | B | Clearing of expansion joints after cutting | 40 | LM | 0.00 | 0.00 |
| 1001 | B | C | Sawing of hydrocarbon covering - T <= 5 cm | 10 | LM | 0.00 | 0.00 |
| 1001 | B | D | Sawing of hydrocarbon covering - 5 < T <= 10 cm | 10 | LM | 0.00 | 0.00 |
| 1001 | B | E | Sawing of hydrocarbon covering - 10 < T <= 15 cm | 10 | LM | 0.00 | 0.00 |
| 1001 | B | F | Sawing of hydrocarbon covering - 15 < T <= 20 cm | 10 | LM | 0.00 | 0.00 |
| 1001 | B | G | Sawing of hydrocarbon covering - T > 20 cm | 10 | LM | 0.00 | 0.00 |
| 1001 | B | H | Sawing of concrete covering - T <= 5 cm | 10 | LM | 0.00 | 0.00 |
| 1001 | B | I | Sawing of concrete covering - 5 < T <= 10 cm | 10 | LM | 0.00 | 0.00 |
| 1001 | B | J | Sawing of concrete covering - 10 < T <= 15 cm | 10 | LM | 0.00 | 0.00 |
| 1001 | B | K | Sawing of concrete covering - 15 < T <= 20 cm | 10 | LM | 0.00 | 0.00 |
| 1001 | B | L | Sawing of concrete covering - T > 20 cm | 10 | LM | 0.00 | 0.00 |
| 1001 | B | M | Demolition and evacuation of concrete paving | 100 | SM | 0.00 | 0.00 |
| 1001 | B | N | Demolition and evacuation of stone paving | 20 | SM | 0.00 | 0.00 |
| 1001 | B | O | Demolition and evacuation of concrete slabs | 100 | SM | 0.00 | 0.00 |
| 1001 | B | P | Demolition and evacuation of stone slabs | 20 | SM | 0.00 | 0.00 |
| 1001 | B | Q | Demolition and evacuation of paving covered with hydrocarbon | 20 | SM | 0.00 | 0.00 |
| 1001 | B | R | Demolition and evacuation of covering made of non stabilized materials | 40 | SM | 0.00 | 0.00 |
| 1001 | B | S | Demolition and evacuation of gravel covering | 40 | SM | 0.00 | 0.00 |
| 1001 | B | T | Demolition of hydrocarbon covering - T <= 15 cm | 150 | SM | 0.00 | 0.00 |
| 1001 | B | U | Demolition of hydrocarbon covering - 15 < T <= 25 cm | 100 | SM | 0.00 | 0.00 |
| 1001 | B | V | Demolition of hydrocarbon covering - T > 25 cm | 100 | SM | 0.00 | 0.00 |
| 1001 | B | W | Demolition and evacuation of non reinforced concrete covering - T <= 15 cm | 100 | SM | 0.00 | 0.00 |
| 1001 | B | X | Demolition and evacuation of non reinforced concrete covering - 15 < T <= 25 cm | 100 | SM | 0.00 | 0.00 |
| 1001 | B | Y | Demolition and evacuation of non reinforced concrete covering - T > 25 cm | 100 | SM | 0.00 | 0.00 |
| 1001 | B | Z | Demolition and evacuation of reinforced concrete covering - T <= 15 cm | 100 | SM | 0.00 | 0.00 |
| 1001 | C | A | Demolition and evacuation of reinforced concrete covering - 15 < T <= 25 cm | 100 | SM | 0.00 | 0.00 |
| 1001 | C | B | Demolition and evacuation of reinforced concrete covering - T > 25 cm | 100 | SM | 0.00 | 0.00 |
| 1001 | C | C | Concrete breaker and on-site storage | 50 | CM | 0.00 | 0.00 |
| 1001 | C | D | Demolition and evacuation of foundation/subfoudation made of unbound materials | 100 | CM | 0.00 | 0.00 |
| 1001 | C | E | Demolition and storage of foundation/subfoudation made of unbound materials | 100 | CM | 0.00 | 0.00 |
| 1001 | C | F | Demolition and evacuation of foundation/subfoudation made of non reinforced bound materials | 100 | CM | 0.00 | 0.00 |
| 1001 | C | G | Demolition and storage of foundation/subfoudation made of non reinforced bound materials | 100 | CM | 0.00 | 0.00 |
| 1001 | C | H | Demolition and evacuation of foundation/subfoudation made of bottoming treated with additives | 100 | CM | 0.00 | 0.00 |
| 1001 | C | I | Demolition and evacuation of foundation/subfoudation made of lean concrete | 100 | CM | 0.00 | 0.00 |
| 1001 | C | J | Demolition and evacuation of foundation/subfoudation made of sand-cement | 100 | CM | 0.00 | 0.00 |
| 1001 | C | K | Demolition and evacuation of foundation/subfoudation made of reinforced lean concrete | 100 | CM | 0.00 | 0.00 |
| 1001 | C | L | Demolition and evacuation of stone curbstones | 3 | LM | 0.00 | 0.00 |
| 1001 | C | M | Dismounting of stone curbstones to be reused on the work site | 10 | LM | 0.00 | 0.00 |
| 1001 | C | N | Demolition and evacuation of prefabricated concrete curbstones | 100 | LM | 0.00 | 0.00 |
| 1001 | C | O | Demolition and evacuation of concrete curbstones cast on site | 20 | LM | 0.00 | 0.00 |
| 1001 | C | P | Dismounting and evacuation of shore-up strips or road gutter made of prefabricated concrete - width : B <= 25 cm | 100 | LM | 0.00 | 0.00 |
| 1001 | C | Q | Dismounting and evacuation of shore-up strips or road gutter made of prefabricated concrete - 25 < width : B <= 40 cm | 10 | LM | 0.00 | 0.00 |
| 1001 | C | R | Dismounting and evacuation of shore-up strips or road gutter made of prefabricated concrete - 40 < width : B <= 60 cm | 20 | LM | 0.00 | 0.00 |
| 1001 | C | S | Dismounting and evacuation of shore-up strips or road gutter made of prefabricated concrete - 60 < width : B <= 80 cm | 20 | LM | 0.00 | 0.00 |
| 1001 | C | T | Dismounting and evacuation of shore-up strips or road gutter made of prefabricated concrete - width : B > 80 cm | 20 | LM | 0.00 | 0.00 |
| 1001 | C | U | Dismounting and evacuation of shore-up strips or road gutter made of concrete cast on site - width : B <= 25 cm | 20 | LM | 0.00 | 0.00 |
| 1001 | C | V | Dismounting and evacuation of shore-up strips or road gutter made of concrete cast on site - 25 < width : B <= 40 cm | 20 | LM | 0.00 | 0.00 |
| 1001 | C | W | Dismounting and evacuation of shore-up strips or road gutter made of concrete cast on site - 40 < width : B <= 60 cm | 20 | LM | 0.00 | 0.00 |
| 1001 | C | X | Dismounting and evacuation of shore-up strips or road gutter made of concrete cast on site - 60 < width : B <= 80 cm | 20 | LM | 0.00 | 0.00 |
| 1001 | C | Y | Dismounting and evacuation of shore-up strips or road gutter made of concrete cast on site - width : B > 80 cm | 20 | LM | 0.00 | 0.00 |
| 1001 | C | Z | Demolition and evacuation of shore-up strips or road gutter made of paving stones | 20 | SM | 0.00 | 0.00 |
| 1001 | D | A | Demolition and evacuation of shore-up strips or road gutter made of cast asphalt | 20 | SM | 0.00 | 0.00 |
| 1001 | D | B | Demolition and evacuation of linear elements foundation made of bound material | 20 | CM | 0.00 | 0.00 |
| 1001 | D | C | Demolition and evacuation of pipes - diameter DN <= 300 mm | 20 | LM | 0.00 | 0.00 |
| 1001 | D | D | Demolition and evacuation of pipes - 300 < diameter DN <= 600 mm | 20 | LM | 0.00 | 0.00 |
| 1001 | D | E | Demolition and evacuation of pipes - 600 < diameter DN <= 1000 mm | 10 | LM | 0.00 | 0.00 |
| 1001 | D | F | Demolition and evacuation of pipes - 1000 < diameter DN <= 2000 mm | 10 | LM | 0.00 | 0.00 |
| 1001 | D | G | Demolition and evacuation of asbestos pipes, with submittal of a certificate from certified dump | 10 | LM | 0.00 | 0.00 |
| 1001 | D | H | Demolition and evacuation of drainage gutter - useful section <= 0.15 m2 | 20 | LM | 0.00 | 0.00 |
| 1001 | D | I | Demolition and evacuation of drainage gutter - 0.15 < useful section <= 0.30 m2 | 20 | LM | 0.00 | 0.00 |
| 1001 | D | J | Demolition and evacuation of drainage gutter - useful section > 0.30 m2 | 20 | LM | 0.00 | 0.00 |
| 1001 | D | K | Demolition and evacuation of surface elements - water collector | 1 | EA | 0.00 | 0.00 |
| 1001 | D | L | Demolition and evacuation of surface elements - trap and/or grill | 1 | EA | 0.00 | 0.00 |
| 1001 | D | M | Demolition and evacuation of fire hydrant | 1 | EA | 0.00 | 0.00 |
| 1001 | D | N | Demolition and evacuation of surface elements - other road fittings | 1 | EA | 0.00 | 0.00 |
| 1001 | D | O | Demolition and evacuation of buried elements - masonry blocks | 1 | CM | 0.00 | 0.00 |
| 1001 | D | P | Demolition and evacuation of buried elements - non reinforced cocnrete blocks | 1 | CM | 0.00 | 0.00 |
| 1001 | D | Q | Demolition and evacuation of buried elements - reinforced concrete blocks | 1 | CM | 0.00 | 0.00 |
| 1001 | D | R | Demolition and evacuation of buried elements - manhole : height <= 2 m | 1 | CM | 0.00 | 0.00 |
| 1001 | D | S | Demolition and evacuation of buried elements - manhole : height > 2 m | 1 | CM | 0.00 | 0.00 |
| 1001 | D | T | Demolition and evacuation of concrete safety guide rail - high safety curbstone | 1 | LM | 0.00 | 0.00 |
| 1001 | D | U | Demolition and evacuation of concrete safety guide rail - low safety curbstone | 1 | LM | 0.00 | 0.00 |
| 1001 | D | V | Demolition and evacuation of vertical sign on 1 support - full dismounting, foundation included | 1 | EA | 0.00 | 0.00 |
| 1001 | D | W | Demolition and evacuation of vertical sign on 2 supports - full dismounting, foundation included | 1 | EA | 0.00 | 0.00 |
| 1001 | D | X | Full dismounting of vertical sign on 1 support to be reused on site | 1 | EA | 0.00 | 0.00 |
| 1001 | D | Y | Full dismounting of vertical sign on 2 supports to be reused on site | 1 | EA | 0.00 | 0.00 |
| Sub total | 0.00 |
1002 Earthwork
| 1002 | A | A | Core sampling to determine ground nature - for PFAS and PSA (Package Standard Analyse) from 0 to 2 meters | 1 | EA | 0.00 | 0.00 |
| 1002 | A | B | Core sampling to determine ground nature - for PFAS and PSA (Package Standard Analyse) from 0 to 5 meters | 1 | EA | 0.00 | 0.00 |
| 1002 | A | C | Core sampling to determine ground nature - for PFAS and PSA (Package Standard Analyse) from 0 to 10 meters | 1 | EA | 0.00 | 0.00 |
| 1002 | A | D | Core sampling to determine ground nature - for PFAS and PSA (Package Standard Analyse) from 0 to 15 meters | 1 | EA | 0.00 | 0.00 |
| 1002 | A | E | Provide report of approved soil analysis by Walloon - Orientation study of soil in accordance with "decret sol" | 1 | FP | 0.00 | 0.00 |
| 1002 | A | F | Provide report of approved soil analysis by Walloon - Characterisation study of soil in accordance with "decret sol" | 1 | FP | 0.00 | 0.00 |
| 1002 | A | G | Provide report of approved soil analysis by Walloon - Soil quality Report " rapport qualite des terres" in accordance with "decret sol" | 1 | FP | 0.00 | 0.00 |
| 1002 | A | H | Provide report of approved soil analysis by Flemish - Orientation study of soil in accordance with "Bodemdecreet" | 1 | FP | 0.00 | 0.00 |
| 1002 | A | I | Provide report of approved soil analysis by Flemish - Characterisation study of soil in accordance with "Bodemdecreet" | 1 | FP | 0.00 | 0.00 |
| 1002 | A | J | Provide report of approved soil analysis by Flemish - Soil quality Report " technical Verslag" in accordance with "Bodemdecreet" | 1 | FP | 0.00 | 0.00 |
| 1002 | A | K | Preliminary work - spotting and marking of buried installations with electronic devices | 1 | EA | 0.00 | 0.00 |
| 1002 | A | L | Preliminary work - spotting and marking of buried installations through search excavations | 1 | CM | 0.00 | 0.00 |
| 1002 | A | M | Earthworks - removal and disposal of uncontaminated topsoil from the base | 50 | CM | 0.00 | 0.00 |
| 1002 | A | N | Earthwork - removal and transportation to an on-site storage location | 50 | CM | 0.00 | 0.00 |
| 1002 | A | O | Earthwork - removal and transportation to an on-site storage location for polluted soil with top and bottom protection | 50 | CM | 0.00 | 0.00 |
| 1002 | A | P | Earthwork - general excavation (standard conditions) - removal and and transportation to an on-site storage location | 50 | CM | 0.00 | 0.00 |
| 1002 | A | Q | Earthwork - general excavation (additional cost for excavation in rocky ground) | 50 | CM | 0.00 | 0.00 |
| 1002 | A | R | Earthwork - general excavation (additional cost for excavation in compact ground) | 50 | CM | 0.00 | 0.00 |
| 1002 | A | S | Earthwork - general excavation (additional cost for excavation on low-bearing ground) | 50 | CM | 0.00 | 0.00 |
| 1002 | A | T | Earthwork - general excavation (additional cost for excavation in highly contaminated ground) | 50 | CM | 0.00 | 0.00 |
| 1002 | A | U | Earthwork - soil pre-treatment - sieving | 50 | CM | 0.00 | 0.00 |
| 1002 | A | V | Earthwork - removal and evacuation off-site (possible use type V - Industrial) | 50 | CM | 0.00 | 0.00 |
| 1002 | A | W | Earthwork - removal and evacuation off-site (possible use type V and IV - Entertainment or Commercial) | 50 | CM | 0.00 | 0.00 |
| 1002 | A | X | Earthwork - removal and evacuation off-site (possible use type V, VI and III - Residential) | 50 | CM | 0.00 | 0.00 |
| 1002 | A | Y | Earthwork - removal and evacuation off-site (possible use type V, VI, III and II - Agricultural) | 50 | CM | 0.00 | 0.00 |
| 1002 | A | Z | Earthwork - removal and evacuation off-site (possible use type V, VI, III, II and I - Natural) | 50 | CM | 0.00 | 0.00 |
| 1002 | B | A | 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 | 10 | CM | 0.00 | 0.00 |
| 1002 | B | B | 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 | 10 | CM | 0.00 | 0.00 |
| 1002 | B | C | 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 | 10 | CM | 0.00 | 0.00 |
| 1002 | B | D | Earthwork - removal and evacuation to an accredited treatment facility (pollution with PFAS ; no possible reuse under use type V) and submittal of a certificate from certified dump | 10 | CM | 0.00 | 0.00 |
| 1002 | B | E | Earthwork - backfill with soil from on-site storage location | 50 | CM | 0.00 | 0.00 |
| 1002 | B | F | Earthwork - Backfill with soil coming from outside the base (possible use type V - Industrial) | 50 | CM | 0.00 | 0.00 |
| 1002 | B | G | Earthwork - Backfill with soil coming from outside the base (possible use type V and IV - Entertainment or Commercial) | 50 | CM | 0.00 | 0.00 |
| 1002 | B | H | Earthwork -Backfill with soil coming from outside the base (possible use type V, VI and III - Residential) | 50 | CM | 0.00 | 0.00 |
| 1002 | B | I | Earthwork -Backfill with soil coming from outside the base (possible use type V, VI, III and II - Agricultural) | 50 | CM | 0.00 | 0.00 |
| 1002 | B | J | Earthwork - Backfill with soil coming from outside the base (possible use type V, VI, III, II and I - Natural) | 50 | CM | 0.00 | 0.00 |
| 1002 | B | K | Mechanical earthwork - trenches for utilities - successive sand backfills included | 30 | CM | 0.00 | 0.00 |
| 1002 | B | L | Manual earthwork - trenches for utilities - successive sand backfills included | 1 | CM | 0.00 | 0.00 |
| 1002 | B | M | Earthwork for pipes - D = 200 mm - Depth <= 1 m - successive sand backfills included | 40 | LM | 0.00 | 0.00 |
| 1002 | B | N | Earthwork for pipes - D = 400 mm - Depth <= 1 m - successive sand backfills included | 40 | LM | 0.00 | 0.00 |
| 1002 | B | O | Earthwork for pipes - D = 600 mm - Depth <= 1 m - successive sand backfills included | 40 | LM | 0.00 | 0.00 |
| 1002 | B | P | Earthwork for pipes - D = 800 mm - Depth <= 1 m - successive sand backfills included | 20 | LM | 0.00 | 0.00 |
| 1002 | B | Q | Earthwork for pipes - D = 1000 mm - Depth <= 1 m - successive sand backfills included | 20 | LM | 0.00 | 0.00 |
| 1002 | B | R | Earthwork for pipes - D = 200 mm - 1 m < Depth <= 2 m - successive sand backfills included | 40 | LM | 0.00 | 0.00 |
| 1002 | B | S | Earthwork for pipes - D = 400 mm - 1 m < Depth <= 2 m - successive sand backfills included | 40 | LM | 0.00 | 0.00 |
| 1002 | B | T | Earthwork for pipes - D = 600 mm - 1 m < Depth <= 2 m - successive sand backfills included | 40 | LM | 0.00 | 0.00 |
| 1002 | B | U | Earthwork for pipes - D = 800 mm - 1 m < Depth <= 2 m - successive sand backfills included | 20 | LM | 0.00 | 0.00 |
| 1002 | B | V | Earthwork for pipes - D = 1000 mm - 1 m < Depth <= 2 m - successive sand backfills included | 20 | LM | 0.00 | 0.00 |
| 1002 | B | W | Earthwork for pipes - D = 1200 mm - 1 m < Depth <= 2 m - successive sand backfills included | 20 | LM | 0.00 | 0.00 |
| 1002 | B | X | Earthwork for pipes - D = 200 mm - 2 m < Depth <= 3 m - successive sand backfills included | 20 | LM | 0.00 | 0.00 |
| 1002 | B | Y | Earthwork for pipes - D = 400 mm - 2 m < Depth <= 3 m - successive sand backfills included | 20 | LM | 0.00 | 0.00 |
| 1002 | B | Z | Earthwork for pipes - D = 600 mm - 2 m < Depth <= 3 m - successive sand backfills included | 20 | LM | 0.00 | 0.00 |
| 1002 | C | A | Earthwork for pipes - D = 800 mm - 2 m < Depth <= 3 m - successive sand backfills included | 20 | LM | 0.00 | 0.00 |
| 1002 | C | B | Earthwork for pipes - D = 1000 mm - 2 m < Depth <= 3 m - successive sand backfills included | 20 | LM | 0.00 | 0.00 |
| 1002 | C | C | Earthwork for pipes - D = 1200 mm - 2 m < Depth <= 3 m - successive sand backfills included | 20 | LM | 0.00 | 0.00 |
| 1002 | C | D | Earthwork for polyethylene duct and/or ringed PVC - D = 110 mm - successive sand backfills included | 40 | LM | 0.00 | 0.00 |
| 1002 | C | E | Earthwork for polyethylene duct and/or ringed PVC - D = 125 mm - successive sand backfills included | 40 | LM | 0.00 | 0.00 |
| 1002 | C | F | Earthwork for polyethylene duct and/or ringed PVC - D = 160 mm - successive sand backfills included | 40 | LM | 0.00 | 0.00 |
| 1002 | C | G | Earthwork for polyethylene duct and/or ringed PVC - D = 200 mm - successive sand backfills included | 40 | LM | 0.00 | 0.00 |
| 1002 | C | H | Earthwork - Excavation for digging of trenches - with evacuation - and submittal of certificate from certified dump | 20 | CM | 0.00 | 0.00 |
| 1002 | C | I | Earthwork - Sizing of trenches (S<0.5m2) - with evacuation - and submittal of certificate from certified dump | 20 | CM | 0.00 | 0.00 |
| 1002 | C | J | Earthwork - Sizing of trenches(S>0.5m2) - with evacuation - and submittal of certificate from certified dump | 20 | CM | 0.00 | 0.00 |
| 1002 | C | K | Earthwork - Excavation for manholes, tanks, ... with evacuation | 20 | CM | 0.00 | 0.00 |
| 1002 | C | L | Backfill for manholes, tanks,... in sand-cement | 20 | CM | 0.00 | 0.00 |
| 1002 | C | M | Backfill for manholes, tanks,... in sand | 20 | CM | 0.00 | 0.00 |
| 1002 | C | N | Backfill - Additional cost for special reinforcement | 10 | SM | 0.00 | 0.00 |
| 1002 | C | O | Backfill - building of berm with vegetal earth - 45 degrees slope - Height = 1 m | 40 | CM | 0.00 | 0.00 |
| 1002 | C | P | Backfill - building of berm with vegetal earth - 45 degrees slope - Height = 2 m | 40 | CM | 0.00 | 0.00 |
| 1002 | C | Q | Backfill - building of berm with vegetal earth - 45 degrees slope - Height = 3 m | 40 | CM | 0.00 | 0.00 |
| 1002 | C | R | General excavation for plants and lawn - depth = 30 cm | 40 | SM | 0.00 | 0.00 |
| 1002 | C | S | Backfill for lawn and plants with turned-up earth | 40 | CM | 0.00 | 0.00 |
| 1002 | C | T | Backfill for lawn and plants with backfill earth - to be supplied | 40 | CM | 0.00 | 0.00 |
| 1002 | C | U | Backfill for lawn and plants with substitution vegetal earth - to be supplied | 40 | CM | 0.00 | 0.00 |
| 1002 | C | V | Backfill for lawn and plants with arable earth - to be supplied | 40 | CM | 0.00 | 0.00 |
| 1002 | C | W | Backfill for lawn and plants with heathmould | 40 | CM | 0.00 | 0.00 |
| 1002 | C | X | Levelling and profiling of ground | 20 | SM | 0.00 | 0.00 |
| 1002 | C | Y | Full cleaning of ground and removal of stones | 100 | SM | 0.00 | 0.00 |
| 1002 | C | Z | Grinding of ground surface | 100 | SM | 0.00 | 0.00 |
| 1002 | E | A | Raking of ground surface | 100 | SM | 0.00 | 0.00 |
| 1002 | E | B | Sowing of lawn | 100 | SM | 0.00 | 0.00 |
| 1002 | E | C | Laying of lawn patches | 100 | SM | 0.00 | 0.00 |
| Sub total | 0.00 |
1003 Subfoundations and foundation
| 1003 | A | A | Supply and installation of a geotextile membrane on foundation bottom | 250 | SM | 0.00 | 0.00 |
| 1003 | A | B | Supply and installation of a reinforcement geogrid on foundation bottom | 250 | SM | 0.00 | 0.00 |
| 1003 | A | C | Rolling of foundation bottom | 250 | SM | 0.00 | 0.00 |
| 1003 | A | D | Reprofiling and rolling of existing subfoundation or foundation | 250 | SM | 0.00 | 0.00 |
| 1003 | A | E | Subfoundation reprofiling materials | 40 | TN | 0.00 | 0.00 |
| 1003 | A | F | Preliminary work - treatment of foundation bottom with lime supply | 40 | CM | 0.00 | 0.00 |
| 1003 | A | G | Preliminary work - treatment of foundation bottom with cement supply | 40 | CM | 0.00 | 0.00 |
| 1003 | A | H | subfoundation- coming from work site | 40 | CM | 0.00 | 0.00 |
| 1003 | A | I | Supply and installation of type 1 subfoundation | 40 | CM | 0.00 | 0.00 |
| 1003 | A | J | Supply and installation of type 1 subfoundation - T = 10 cm | 200 | SM | 0.00 | 0.00 |
| 1003 | A | K | Supply and installation of type 1 subfoundation - T = 20 cm | 200 | SM | 0.00 | 0.00 |
| 1003 | A | L | Supply and installation of type 1 subfoundation - T = 30 cm | 200 | SM | 0.00 | 0.00 |
| 1003 | A | M | Supply and installation of type 1 subfoundation - T = 50 cm | 200 | SM | 0.00 | 0.00 |
| 1003 | A | N | Supply and installation of type 2 subfoundation | 40 | CM | 0.00 | 0.00 |
| 1003 | A | O | Supply and installation of type 2 subfoundation - T = 10 cm | 200 | SM | 0.00 | 0.00 |
| 1003 | A | P | Supply and installation of type 2 subfoundation - T = 20 cm | 200 | SM | 0.00 | 0.00 |
| 1003 | A | Q | Supply and installation of type 2 subfoundation - T = 30 cm | 200 | SM | 0.00 | 0.00 |
| 1003 | A | R | Supply and installation of type 2 subfoundation - T = 50 cm | 200 | SM | 0.00 | 0.00 |
| 1003 | A | S | Supply and installation of type 4 subfoundation | 40 | CM | 0.00 | 0.00 |
| 1003 | A | T | Supply and installation of type 4 subfoundation - T = 10 cm | 200 | SM | 0.00 | 0.00 |
| 1003 | A | U | Supply and installation of type 4 subfoundation - T = 20 cm | 200 | SM | 0.00 | 0.00 |
| 1003 | A | V | Supply and installation of type 4 subfoundation - T = 30 cm | 200 | SM | 0.00 | 0.00 |
| 1003 | A | W | Supply and installation of type 4 subfoundation - T = 50 cm | 200 | SM | 0.00 | 0.00 |
| 1003 | A | X | Supply and installation of subfoundation: replace improper ground for foundation bottom | 20 | CM | 0.00 | 0.00 |
| 1003 | A | Y | Reprofiling and rolling of existing foundation | 200 | SM | 0.00 | 0.00 |
| 1003 | A | Z | Foundation reprofiling materials | 40 | TN | 0.00 | 0.00 |
| 1003 | B | A | Supply and installation of type I continuous bottoming foundation | 40 | CM | 0.00 | 0.00 |
| 1003 | B | B | Supply and installation of type I continuous bottoming foundation - T = 10 cm | 100 | SM | 0.00 | 0.00 |
| 1003 | B | C | Supply and installation of type I continuous bottoming foundation - T = 20 cm | 100 | SM | 0.00 | 0.00 |
| 1003 | B | D | Supply and installation of type I continuous bottoming foundation - T = 30 cm | 100 | SM | 0.00 | 0.00 |
| 1003 | B | E | Supply and installation of type II continuous bottoming foundation | 40 | CM | 0.00 | 0.00 |
| 1003 | B | F | Supply and installation of type II continuous bottoming foundation - T = 10 cm | 100 | SM | 0.00 | 0.00 |
| 1003 | B | G | Supply and installation of type II continuous bottoming foundation - T = 20 cm | 100 | SM | 0.00 | 0.00 |
| 1003 | B | H | Supply and installation of type II continuous bottoming foundation - T = 30 cm | 100 | SM | 0.00 | 0.00 |
| 1003 | B | I | Supply and installation of type III discontinuous bottoming foundation | 40 | CM | 0.00 | 0.00 |
| 1003 | B | J | Supply and installation of type III discontinuous bottoming foundation - T = 10 cm | 100 | SM | 0.00 | 0.00 |
| 1003 | B | K | Supply and installation of type III discontinuous bottoming foundation - T = 20 cm | 100 | SM | 0.00 | 0.00 |
| 1003 | B | L | Supply and installation of type III continuous bottoming foundation - T = 30 cm | 100 | SM | 0.00 | 0.00 |
| 1003 | B | M | Supply and installation of type I sand-cement foundation | 40 | CM | 0.00 | 0.00 |
| 1003 | B | N | Supply and installation of type I sand-cement foundation - T = 10 cm | 100 | SM | 0.00 | 0.00 |
| 1003 | B | O | Supply and installation of type I sand-cement foundation - T = 20 cm | 100 | SM | 0.00 | 0.00 |
| 1003 | B | P | Supply and installation of type I sand-cement foundation - T = 30 cm | 100 | SM | 0.00 | 0.00 |
| 1003 | B | Q | Supply and installation of type II sand-cement foundation | 40 | CM | 0.00 | 0.00 |
| 1003 | B | R | Supply and installation of type II sand-cement foundation - T = 10 cm | 100 | SM | 0.00 | 0.00 |
| 1003 | B | S | Supply and installation of type II sand-cement foundation - T = 20 cm | 100 | SM | 0.00 | 0.00 |
| 1003 | B | T | Supply and installation of type II sand-cement foundation - T = 30 cm | 100 | SM | 0.00 | 0.00 |
| 1003 | B | U | Supply and installation of type I lean concrete foundation | 40 | CM | 0.00 | 0.00 |
| 1003 | B | V | Supply and installation of type I lean concrete foundation - T = 10 cm | 150 | SM | 0.00 | 0.00 |
| 1003 | B | W | Supply and installation of type I lean concrete foundation - T = 20 cm | 100 | SM | 0.00 | 0.00 |
| 1003 | B | X | Supply and installation of type I lean concrete foundation - T = 30 cm | 100 | SM | 0.00 | 0.00 |
| 1003 | B | Y | Supply and installation of type II lean concrete foundation | 40 | CM | 0.00 | 0.00 |
| 1003 | B | Z | Supply and installation of type II lean concrete foundation - T = 10 cm | 100 | SM | 0.00 | 0.00 |
| 1003 | C | A | Supply and installation of type II lean concrete foundation - T = 20 cm | 100 | SM | 0.00 | 0.00 |
| 1003 | C | B | Supply and installation of type II lean concrete foundation - T = 30 cm | 100 | SM | 0.00 | 0.00 |
| 1003 | C | C | Supply and installation of type I or type II lean concrete foundation for linear elements foundation and shore-up | 20 | CM | 0.00 | 0.00 |
| 1003 | C | D | Supply and installation of rebar for lean concrete foundation - lattice 1kg/m2 minimum | 100 | SM | 0.00 | 0.00 |
| 1003 | C | E | Supply and installation of rebar for lean concrete foundation - lattice 3kg/m2 minimum | 100 | SM | 0.00 | 0.00 |
| 1003 | C | F | Supply and installation of concrete foundation, class C 16/20 | 20 | CM | 0.00 | 0.00 |
| 1003 | C | G | Supply and installation of concrete foundation, class C 16/20 - T = 10 cm | 40 | SM | 0.00 | 0.00 |
| 1003 | C | H | Supply and installation of concrete foundation, class C 16/20 - T = 20 cm | 40 | SM | 0.00 | 0.00 |
| 1003 | C | I | Supply and installation of concrete foundation, class C 16/20 - T = 30 cm | 40 | SM | 0.00 | 0.00 |
| 1003 | C | J | Supply and installation of pouzzolanic concrete foundation | 10 | CM | 0.00 | 0.00 |
| 1003 | C | K | Supply and installation of pouzzolanic concrete foundation - T = 10 cm | 20 | SM | 0.00 | 0.00 |
| 1003 | C | L | Supply and installation of pouzzolanic concrete foundation - T = 20 cm | 20 | SM | 0.00 | 0.00 |
| 1003 | C | M | Supply and installation of pouzzolanic concrete foundation - T = 30 cm | 20 | SM | 0.00 | 0.00 |
| 1003 | C | N | Supply and installation of porous lean concrete foundation | 20 | CM | 0.00 | 0.00 |
| 1003 | C | O | Supply and installation of porous lean concrete foundation - T = 10 cm | 20 | SM | 0.00 | 0.00 |
| 1003 | C | P | Supply and installation of porous lean concrete foundation - T = 20 cm | 20 | SM | 0.00 | 0.00 |
| 1003 | C | Q | Supply and installation of porous lean concrete foundation - T = 30 cm | 20 | SM | 0.00 | 0.00 |
| 1003 | C | R | Supply and installation of rolled dry concrete foundation - BSC20 | 10 | CM | 0.00 | 0.00 |
| 1003 | C | S | Supply and installation of rolled dry concrete foundation - BSC20 - T = 10 cm | 20 | SM | 0.00 | 0.00 |
| 1003 | C | T | Supply and installation of rolled dry concrete foundation - BSC20 - T = 20 cm | 20 | SM | 0.00 | 0.00 |
| 1003 | C | U | Supply and installation of rolled dry concrete foundation - BSC20 - T = 30 cm | 20 | SM | 0.00 | 0.00 |
| 1003 | C | V | Supply and installation of rolled dry concrete foundation - BSC30 | 10 | CM | 0.00 | 0.00 |
| 1003 | C | W | Supply and installation of rolled dry concrete foundation - BSC30 - T = 10 cm | 20 | SM | 0.00 | 0.00 |
| 1003 | C | X | Supply and installation of rolled dry concrete foundation - BSC30 - T = 20 cm | 20 | SM | 0.00 | 0.00 |
| 1003 | C | Y | Supply and installation of rolled dry concrete foundation - BSC30 - T = 30 cm | 20 | SM | 0.00 | 0.00 |
| Sub total | 0.00 |
1004 Coverings
| 1004 | A | A | Supply and installation of continuous reinforced concrete covering - T = 18 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | A | B | Supply and installation of continuous reinforced concrete covering - T = 20 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | A | C | Supply and installation of continuous reinforced concrete covering - T = 23 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | A | D | Supply and installation of discontinuous concrete covering - T = 18 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | A | E | Supply and installation of discontinuous concrete covering - T = 20 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | A | F | Supply and installation of discontinuous concrete covering - T = 23 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | A | G | Additional cost for concrete colored in the mass | 40 | CM | 0.00 | 0.00 |
| 1004 | A | H | Surface treatment of concrete covering (brushing) | 40 | SM | 0.00 | 0.00 |
| 1004 | A | I | Impregnation process of concrete covering: waterproof | 100 | SM | 0.00 | 0.00 |
| 1004 | A | J | Execution of cross expansion joint for concrete covering | 20 | LM | 0.00 | 0.00 |
| 1004 | A | K | Longitudinal joint for concrete covering | 100 | LM | 0.00 | 0.00 |
| 1004 | A | L | Additional cost for reinforcements | 100 | Kg | 0.00 | 0.00 |
| 1004 | A | M | Supply and install reinforced concrete slab - T = 15 cm - installation and removal of formwork included | 20 | SM | 0.00 | 0.00 |
| 1004 | A | N | Supply and install reinforced concrete slab - T = 20 cm - installation and removal of formwork included | 20 | SM | 0.00 | 0.00 |
| 1004 | A | O | Supply and install reinforced concrete slab - T = 25 cm - installation and removal of formwork included | 20 | SM | 0.00 | 0.00 |
| 1004 | A | P | Supply and install reinforced concrete slab - T = 30 cm - installation and removal of formwork included | 20 | SM | 0.00 | 0.00 |
| 1004 | A | Q | Supply and install reinforced concrete slab - T = 40 cm - installation and removal of formwork included | 20 | SM | 0.00 | 0.00 |
| 1004 | A | R | Surface treatment of concrete slab : smoothing | 20 | SM | 0.00 | 0.00 |
| 1004 | A | S | Additional cost for additives | 100 | CM | 0.00 | 0.00 |
| 1004 | A | T | Treatment of joints with hot-dip sealing product | 100 | LM | 0.00 | 0.00 |
| 1004 | A | U | Treatment of joints with anti-kerosene sealing product for concrete-concrete covering | 100 | LM | 0.00 | 0.00 |
| 1004 | A | V | Supply and installation of concrete covering tack coat | 200 | SM | 0.00 | 0.00 |
| 1004 | A | W | Supply and installation of hydrocarbon covering tack coat | 200 | SM | 0.00 | 0.00 |
| 1004 | A | X | Supply and installation of tack coat between 2 hydrocarbon coats | 200 | SM | 0.00 | 0.00 |
| 1004 | A | Y | Supply and installation of grill | 100 | SM | 0.00 | 0.00 |
| 1004 | A | Z | Supply and installation of geogrill | 100 | SM | 0.00 | 0.00 |
| 1004 | B | A | High pressure cleaning of binding coat made of hydrocarbon coated material | 100 | SM | 0.00 | 0.00 |
| 1004 | B | B | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-20base3-1 | 40 | TN | 0.00 | 0.00 |
| 1004 | B | C | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-20base3-1- T = 6 cm | 400 | SM | 0.00 | 0.00 |
| 1004 | B | D | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-20base3-1 - T = 7 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | B | E | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-20base3-1 - T = 8 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | B | F | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-14base-3-1 | 40 | TN | 0.00 | 0.00 |
| 1004 | B | G | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-14base-3-1 - T = 4 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | B | H | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-14base-3-1 - T = 5 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | B | I | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-14base-3-1 - T = 6 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | B | J | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-10base3-1 | 40 | TN | 0.00 | 0.00 |
| 1004 | B | K | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-10base3-1 - T = 4 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | B | L | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-6,3base3-1 | 40 | TN | 0.00 | 0.00 |
| 1004 | B | M | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-6,3base3-1 - T = 3 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | B | N | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-20base3-2 | 40 | TN | 0.00 | 0.00 |
| 1004 | B | O | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-20base3-2- T = 6 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | B | P | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-20base3-2 - T = 7 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | B | Q | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-20base3-2 - T = 8 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | B | R | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-14base-3-2 | 40 | TN | 0.00 | 0.00 |
| 1004 | B | S | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-14base-3-2 - T = 4 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | B | T | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-14base-3-2 - T = 5 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | B | U | Supply and installation of binding coat made of hydrocarbon coated material to road bitumen type AC-14base-3-2 - T = 6 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | B | V | Supply and installation of traffic coat made of hydrocarbon coated material with sand internal structure type AC14Surf1-1 | 40 | TN | 0.00 | 0.00 |
| 1004 | B | W | Supply and installation of traffic coat made of hydrocarbon coated material with sand internal structure type AC14Surf1-1 - T = 4 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | B | X | Supply and installation of traffic coat made of hydrocarbon coated material with sand internal structure type AC10Surf4-1 | 40 | TN | 0.00 | 0.00 |
| 1004 | B | Y | Supply and installation of traffic coat made of hydrocarbon coated material with sand internal structure type AC10Surf4-1 - T = 4 cm | 400 | SM | 0.00 | 0.00 |
| 1004 | B | Z | Supply and installation of traffic coat made of hydrocarbon coated material with sand internal structure type AC6,3Surf4-1 | 40 | TN | 0.00 | 0.00 |
| 1004 | C | A | Supply and installation of traffic coat made of hydrocarbon coated material with sand internal structure type AC6,3Surf4-1 - T = 3 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | C | B | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-14-1 | 20 | TN | 0.00 | 0.00 |
| 1004 | C | C | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-14-1 - T = 3 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | C | D | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-14-1 - T = 4 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | 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 | 20 | TN | 0.00 | 0.00 |
| 1004 | 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 | 400 | SM | 0.00 | 0.00 |
| 1004 | C | G | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-14-2 | 20 | TN | 0.00 | 0.00 |
| 1004 | C | H | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-14-2 - T = 4 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | C | I | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-14-2 - T = 5 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | C | J | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-10-1 | 20 | TN | 0.00 | 0.00 |
| 1004 | C | K | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-10-1 - T = 3 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | 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 | 100 | SM | 0.00 | 0.00 |
| 1004 | C | M | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-10-2 | 20 | TN | 0.00 | 0.00 |
| 1004 | C | N | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-10-2 - T = 3 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | 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 | 100 | SM | 0.00 | 0.00 |
| 1004 | C | P | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-6,3-1 | 20 | TN | 0.00 | 0.00 |
| 1004 | 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 | 100 | SM | 0.00 | 0.00 |
| 1004 | 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 | 100 | SM | 0.00 | 0.00 |
| 1004 | C | S | Supply and installation of traffic coat made of hydrocarbon coated material with stone internal structure type SMA-6,3-2 | 20 | TN | 0.00 | 0.00 |
| 1004 | 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 | 100 | SM | 0.00 | 0.00 |
| 1004 | 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 | 100 | SM | 0.00 | 0.00 |
| 1004 | C | V | Supply and installation of traffic coat made of draining coated material type PA-14-1 | 10 | TN | 0.00 | 0.00 |
| 1004 | C | W | Supply and installation of traffic coat made of draining coated material type PA-1 4-1- T = 4 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | C | X | Supply and installation of traffic coat made of draining coated material type PA-14-2 | 10 | TN | 0.00 | 0.00 |
| 1004 | C | Y | Supply and installation of traffic coat made of draining coated material type PA-14-2- T = 4 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | C | Z | Supply and installation of traffic coat made of draining coated material type PA-10-1 | 10 | TN | 0.00 | 0.00 |
| 1004 | D | A | Supply and installation of traffic coat made of draining coated material type PA-10-1- T = 3 cm | 100 | SM | 0.00 | 0.00 |
| 1004 | D | B | Provide Quality Assurance Plan for the installation of hydrocarbon coated material | 1 | EA | 0.00 | 0.00 |
| 1004 | D | C | Treatment of joints with pre-shaped bituminous strip for joints | 150 | LM | 0.00 | 0.00 |
| 1004 | D | D | Treatment of joints with extruded bituminous strip for joints | 150 | LM | 0.00 | 0.00 |
| 1004 | D | E | Treatment of joints with hot-dip sealing product | 100 | LM | 0.00 | 0.00 |
| 1004 | D | F | Treatment of non propped edges with emulsion type C60B1 | 100 | LM | 0.00 | 0.00 |
| 1004 | D | G | Treatment of non propped edges with bitumen | 100 | LM | 0.00 | 0.00 |
| 1004 | D | H | Anti-kerozene treatment of hydrocarbon surface | 100 | SM | 0.00 | 0.00 |
| 1004 | D | I | Treatment of joints with anti-kerozene sealing product for hydrocarbon covering | 100 | LM | 0.00 | 0.00 |
| 1004 | D | J | Treatment of joints with anti-kerozene sealing product for concrete-concrete covering | 100 | LM | 0.00 | 0.00 |
| 1004 | 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 | 100 | SM | 0.00 | 0.00 |
| 1004 | 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 | 100 | SM | 0.00 | 0.00 |
| 1004 | 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 | 100 | SM | 0.00 | 0.00 |
| 1004 | 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 | 100 | SM | 0.00 | 0.00 |
| 1004 | 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 | 100 | SM | 0.00 | 0.00 |
| 1004 | D | P | Additional cost for concrete paving stones colored in the mass | 10 | SM | 0.00 | 0.00 |
| 1004 | D | Q | Supply and installation of concrete slab covering - 30 x 30 x 5 cm - pointing included | 20 | SM | 0.00 | 0.00 |
| 1004 | D | R | Supply and installation of bushhammer granite slab covering - 40 x 40 x 3 cm - pointing included | 20 | SM | 0.00 | 0.00 |
| 1004 | D | S | Supply and installation of blue stone slab covering - 40 < T < 70 mm - pointing included | 20 | SM | 0.00 | 0.00 |
| 1004 | D | T | Supply and installation of oblong paving stone covering - pointing included | 10 | SM | 0.00 | 0.00 |
| 1004 | D | U | Supply and installation of PEHD lawn strips covering - Thickness T = 5cm including joints | 20 | SM | 0.00 | 0.00 |
| 1004 | D | V | Supply and installation of concrete lawn strips covering - Thickness T = 8cm including joints | 20 | SM | 0.00 | 0.00 |
| 1004 | D | W | Supply and installation of concrete lawn strips covering - Thickness T = 10cm including joints | 20 | SM | 0.00 | 0.00 |
| 1004 | D | X | Supply and installation of concrete lawn strips covering - Thickness T = 12cm including joints | 20 | SM | 0.00 | 0.00 |
| 1004 | D | Y | Supply and installation of dolomite covering | 20 | TN | 0.00 | 0.00 |
| 1004 | D | Z | Supply and installation of dolomite covering - T = 5 cm | 20 | SM | 0.00 | 0.00 |
| 1004 | E | A | Supply and installation of dolomite covering - T = 10 cm | 20 | SM | 0.00 | 0.00 |
| 1004 | E | B | Supply and installation of porphyry gravel covering 7/14 | 20 | TN | 0.00 | 0.00 |
| 1004 | E | C | Supply and installation of porphyry gravel covering 7/14 - T = 5 cm | 20 | SM | 0.00 | 0.00 |
| 1004 | E | D | Supply and installation of porphyry gravel covering 7/14 - T = 10 cm | 20 | SM | 0.00 | 0.00 |
| 1004 | E | E | Supply and installation of red shale covering | 20 | TN | 0.00 | 0.00 |
| 1004 | E | F | Supply and installation of red shale covering - T = 5 cm | 20 | SM | 0.00 | 0.00 |
| 1004 | E | G | Supply and installation of red shale covering - T = 10 cm | 20 | SM | 0.00 | 0.00 |
| 1004 | E | H | Supply and installation of angular gravel, white flint 8/22 type | 20 | TN | 0.00 | 0.00 |
| 1004 | E | I | Supply and installation of angular gravel, white flint 8/22 type - T = 5 cm | 20 | SM | 0.00 | 0.00 |
| 1004 | E | J | Supply and installation of angular gravel, white flint 8/22 type - T = 10 cm | 20 | SM | 0.00 | 0.00 |
| 1004 | E | K | Additional cost for laying coat with mortar | 20 | SM | 0.00 | 0.00 |
| 1004 | E | L | Additional cost for pointing with cement mortar | 20 | SM | 0.00 | 0.00 |
| 1004 | E | M | Additional cost for pointing with cement mortar grout | 20 | SM | 0.00 | 0.00 |
| 1004 | E | N | Additional cost for pointing with water repellent mortar | 20 | SM | 0.00 | 0.00 |
| Sub total | 0.00 |
1005 Linear elements and small constructions
| 1005 | A | A | Supply and installation of concrete curbstones, type IA - W = 150 mm, H = 350 mm, c = 20 mm - L = 1 m | 20 | LM | 0.00 | 0.00 |
| 1005 | A | B | Supply and installation of concrete curbstones, type IA - W = 150 mm, H = 350 mm, c = 20 mm - curved element | 20 | LM | 0.00 | 0.00 |
| 1005 | A | C | Supply and installation of concrete curbstones, type IB - W = 200 mm, H = 300 mm, c = 20 mm - L = 1 m | 20 | LM | 0.00 | 0.00 |
| 1005 | A | D | Supply and installation of concrete curbstones, type IB - W = 200 mm, H = 300 mm, c = 20 mm - curved element | 20 | LM | 0.00 | 0.00 |
| 1005 | A | E | Supply and installation of concrete curbstones, type IC1 - W = 150 mm, H = 300 mm - L = 1 m | 20 | LM | 0.00 | 0.00 |
| 1005 | A | F | Supply and installation of concrete curbstones, type IC1 - W = 150 mm, H = 300 mm - L = 1 m | 20 | LM | 0.00 | 0.00 |
| 1005 | A | G | Supply and installation of concrete curbstones, type IC2 - W = 150 mm, H = 300 mm, c = 20 mm - L = 1 m | 20 | LM | 0.00 | 0.00 |
| 1005 | A | H | Supply and installation of concrete curbstones, type IC2 - W = 150 mm, H = 300 mm, c = 20 mm - curved element | 20 | LM | 0.00 | 0.00 |
| 1005 | A | I | Supply and installation of concrete curbstones, type IE - W = 200 mm, H = 270 mm, c = 100/50 mm - L = 1 m | 20 | LM | 0.00 | 0.00 |
| 1005 | A | J | Supply and installation of concrete curbstones, type IE - W = 200 mm, H = 270 mm, c = 100/50 mm - curved element | 20 | LM | 0.00 | 0.00 |
| 1005 | A | K | Supply and installation of concrete curbstones, type IF1 - W = 300 mm, H = 200 mm, c = 300/30 mm - L = 1 m | 20 | LM | 0.00 | 0.00 |
| 1005 | A | L | Supply and installation of concrete curbstones, type IF1 - W = 300 mm, H = 200 mm, c = 300/30 mm - curved element | 20 | LM | 0.00 | 0.00 |
| 1005 | A | M | Supply and installation of concrete curbstones, type IF2 - W = 250 mm, H = 170 mm, c = 150/25 mm - L = 1 m | 20 | LM | 0.00 | 0.00 |
| 1005 | A | N | Supply and installation of concrete curbstones, type IF2 - W = 250 mm, H = 170 mm, c = 150/25 mm - curved element | 20 | LM | 0.00 | 0.00 |
| 1005 | A | O | Supply and installation of concrete curbstones, type ID1 - W = 100 mm, H = 300 mm, L = 1 m | 20 | LM | 0.00 | 0.00 |
| 1005 | A | P | Supply and installation of concrete curbstones, type ID1 - W = 100 mm, H = 300 mm, curved element | 20 | LM | 0.00 | 0.00 |
| 1005 | A | Q | Supply and installation of concrete curbstones, type ID2 - W = 100 mm, H = 200 mm, L = 1 m | 20 | LM | 0.00 | 0.00 |
| 1005 | A | R | Supply and installation of concrete curbstones, type ID2 - W = 100 mm, H = 200 mm, curved element | 20 | LM | 0.00 | 0.00 |
| 1005 | A | S | Supply and installation of concrete curbstones, type ID3 - W = 80 mm, H = 250 mm, L = 1 m | 20 | LM | 0.00 | 0.00 |
| 1005 | A | T | Supply and installation of concrete curbstones, type ID3 - W = 80 mm, H = 250 mm, curved element | 20 | LM | 0.00 | 0.00 |
| 1005 | A | U | Supply and installation of concrete curbstones, type ID4 - W = 60 mm, H = 200 mm, L = 1 m | 20 | LM | 0.00 | 0.00 |
| 1005 | A | V | Supply and installation of concrete curbstones, type ID4 - W = 60 mm, H = 200 mm, curved element | 20 | LM | 0.00 | 0.00 |
| 1005 | A | W | Additional cost for lowered concrete curbstone for pedestrian crossing | 10 | LM | 0.00 | 0.00 |
| 1005 | A | X | Supply and installation of lowered concrete curbstones for pedestrian crossing - W = 350 mm, H = 150 mm | 10 | LM | 0.00 | 0.00 |
| 1005 | A | Y | Supply and installation of lowered concrete curbstones for pedestrian crossing - W = 350 mm, H = 150 mm - end element | 1 | EA | 0.00 | 0.00 |
| 1005 | A | Z | Supply and installation of lowered concrete curbstones for pedestrian crossing - W = 500 mm, H = 150 mm | 10 | LM | 0.00 | 0.00 |
| 1005 | B | A | Supply and installation of lowered concrete curbstones for pedestrian crossing - W = 500 mm, H = 150 mm - end element | 1 | EA | 0.00 | 0.00 |
| 1005 | 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 | 20 | LM | 0.00 | 0.00 |
| 1005 | 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 | 20 | LM | 0.00 | 0.00 |
| 1005 | 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 | 1 | EA | 0.00 | 0.00 |
| 1005 | B | E | Supply and installation of concrete traffic divider curbstone type B1 - W = 250 mm, H = 180 mm, c = 70/200 mm - curved element | 20 | LM | 0.00 | 0.00 |
| 1005 | B | F | Supply and installation of concrete traffic divider curbstone type B1 - W = 250 mm, H = 180 mm, c = 70/200 mm - straight element | 20 | LM | 0.00 | 0.00 |
| 1005 | B | G | Supply and installation of concrete traffic divider curbstone type B1 - W = 250 mm, H = 180 mm, c = 70/200 mm - divider point | 1 | EA | 0.00 | 0.00 |
| 1005 | B | H | Additional cost for traffic divider curbstone made of white concrete | 10 | LM | 0.00 | 0.00 |
| 1005 | B | I | Supply and installation of prefabricated concrete curbstone-road gutter, type IIIA - length = 1 m | 20 | LM | 0.00 | 0.00 |
| 1005 | B | J | Supply and installation of prefabricated concrete curbstone-road gutter, type IIIB - length = 1 m | 20 | LM | 0.00 | 0.00 |
| 1005 | B | K | Supply and installation of prefabricated concrete curbstone-road gutter, type IIIC - length = 1 m | 20 | LM | 0.00 | 0.00 |
| 1005 | B | L | Supply and installation of prefabricated concrete curbstone-road gutter, type IIID - length = 1 m | 20 | LM | 0.00 | 0.00 |
| 1005 | B | M | Supply and installation of prefabricated concrete curbstone-road gutter, type IIIE - length = 1 m | 20 | LM | 0.00 | 0.00 |
| 1005 | B | N | Supply and installation of curbstone-road gutter made of concrete cast on site, type IIIA | 20 | LM | 0.00 | 0.00 |
| 1005 | B | O | Supply and installation of curbstone-road gutter made of concrete cast on site, type IIIB | 20 | LM | 0.00 | 0.00 |
| 1005 | B | P | Supply and installation of curbstone-road gutter made of concrete cast on site, type IIIC | 20 | LM | 0.00 | 0.00 |
| 1005 | B | Q | Supply and installation of curbstone-road gutter made of concrete cast on site, type IIID | 20 | LM | 0.00 | 0.00 |
| 1005 | B | R | Supply and installation of curbstone-road gutter made of concrete cast on site, type IIIE | 20 | LM | 0.00 | 0.00 |
| 1005 | B | S | Supply and installation of concrete prefabricated road gutter, type IIA2 - W = 500 mm - length = 1 m | 20 | LM | 0.00 | 0.00 |
| 1005 | B | T | Supply and installation of concrete prefabricated road gutter, type IID2 - W = 200 mm - length = 1 m | 20 | LM | 0.00 | 0.00 |
| 1005 | B | U | Supply and installation of concrete prefabricated road gutter, type IIE2 - W = 300 mm - length = 1 m | 20 | LM | 0.00 | 0.00 |
| 1005 | B | V | Supply and installation of road gutter made of concrete cast on site, type IIA2 - W = 500 mm, T = 200 mm | 20 | LM | 0.00 | 0.00 |
| 1005 | B | W | Supply and installation of road gutter made of concrete cast on site, type IID2 - W = 200 mm, T = 200 mm | 20 | LM | 0.00 | 0.00 |
| 1005 | B | X | Supply and installation of road gutter made of concrete cast on site, type IIE2 - W = 300 mm, T = 200 mm | 20 | LM | 0.00 | 0.00 |
| 1005 | B | Y | Supply and installation of prefabricated concrete shore-up strips, type IIA1 - W = 500 mm - length = 1 m | 20 | LM | 0.00 | 0.00 |
| 1005 | B | Z | Supply and installation of prefabricated concrete shore-up strips, type IID1 - W = 200 mm - length = 1 m | 20 | LM | 0.00 | 0.00 |
| 1005 | C | A | Supply and installation of prefabricated concrete shore-up strips, type IIE1 - W = 300 mm - length = 1 m | 20 | LM | 0.00 | 0.00 |
| 1005 | C | B | Supply and installation of shore-up strips made of concrete cast on site, type IIA1 - W = 500 mm - T = 200 mm | 20 | LM | 0.00 | 0.00 |
| 1005 | C | C | Supply and installation of shore-up strips made of concrete cast on site, type IID1 - W = 200 mm - T = 200 mm | 20 | LM | 0.00 | 0.00 |
| 1005 | C | D | Supply and installation of shore-up strips made of concrete cast on site, type IIE1 - W = 300 mm - T = 200 mm | 20 | LM | 0.00 | 0.00 |
| 1005 | C | E | Supply and installation of prefabricated concrete high safety curbstone, type IVB1, single - H = 800 mm | 20 | LM | 0.00 | 0.00 |
| 1005 | C | F | Supply and installation of prefabricated concrete high safety curbstone, type IVB1, double - H = 800 mm | 20 | LM | 0.00 | 0.00 |
| 1005 | C | G | Supply and installation of prefabricated concrete high safety curbstone, type IVB2, single - H = 700 mm | 20 | LM | 0.00 | 0.00 |
| 1005 | C | H | Supply and installation of prefabricated concrete high safety curbstone, type IVB2, double - H = 800 mm | 20 | LM | 0.00 | 0.00 |
| 1005 | C | I | Supply and installation of high safety curbstone made of concrete cast on site, type IVB1, single - H = 800 mm | 20 | LM | 0.00 | 0.00 |
| 1005 | C | J | Supply and installation of high safety curbstone made of concrete cast on site, type IVB1, double - H = 800 mm | 20 | LM | 0.00 | 0.00 |
| 1005 | C | K | Supply and installation of prefabricated concrete low safety curbstone, single profile | 20 | LM | 0.00 | 0.00 |
| 1005 | C | L | Supply and installation of prefabricated concrete low safety curbstone, double profile | 20 | LM | 0.00 | 0.00 |
| 1005 | C | M | Supply and installation of low safety curbstone made of concrete cast on site, single profile | 20 | LM | 0.00 | 0.00 |
| 1005 | C | N | Supply and installation of low safety curbstone made of concrete cast on site, double profile | 20 | LM | 0.00 | 0.00 |
| 1005 | C | O | Supply and installation of prefabricated concrete guard stone | 20 | LM | 0.00 | 0.00 |
| 1005 | C | P | Removal of joint and repointing of existing linear elements (curbstone - safety curbstone - road gutter - shore-up strips) | 20 | LM | 0.00 | 0.00 |
| 1005 | C | Q | Supply and installation of 2-wave safety rails thickness 3mm including fastening means | 10 | LM | 0.00 | 0.00 |
| 1005 | C | R | Supply and installation of 3-wave safety rails thickness 3mm including fastening means | 10 | LM | 0.00 | 0.00 |
| 1005 | C | S | Supply and installation of IPE100 posts - length 1.8m for safety rails including accessories for ground anchoring | 6 | EA | 0.00 | 0.00 |
| 1005 | C | T | Supply and installation of HEA100 posts - length 1.6m for safety rails including accessories for ground anchoring | 6 | EA | 0.00 | 0.00 |
| 1005 | C | U | Supply and installation of HEA120 posts - length 1.6m for safety rails including accessories for ground anchoring | 6 | EA | 0.00 | 0.00 |
| 1005 | C | V | Supply and installation of cable diameter D=22mm including fastening means | 10 | LM | 0.00 | 0.00 |
| 1005 | C | W | Repair and waterproofing, cementing of existing concrete manhole included | 6 | SM | 0.00 | 0.00 |
| 1005 | C | X | Repair and waterproofing, cementing of existing masonry manhole included | 6 | SM | 0.00 | 0.00 |
| 1005 | C | Y | Waterproofing of masonry and concrete through Rhine sand cementing | 6 | SM | 0.00 | 0.00 |
| 1005 | C | Z | Waterproofing of masonry and concrete with waterproof coating | 6 | SM | 0.00 | 0.00 |
| 1005 | D | A | Relevelling of road elements (manhole covers, water collectors...) | 1 | EA | 0.00 | 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 .