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Stare Pole: Modernisation of agricultural transport in Ząbrowo plot no. 28 commune Stare Pole - Phase I

 | Published July 11, 2016  -  Deadline September 30, 2016
cpvs
45233140, 45000000

The contract works are works consisting in the repair of road transport in the agricultural municipality Ząbrowo Stare Pole - Phase I section of 500 mb. dz. No. 28. Works include: - preparatory works; - Earthworks: korytowanie, construction of embankments; - Executing the foundation of broken aggregate; - Execution of an asphalt surface, - regulation and network security utilities; - Cleaning robots. The detailed scope of work is specified in the Annexes hereto: - the project - Annex 9 - Takeoff - Appendix 10 - STWiOR - Annex 11. The contractor homestead on their own wastes generated during the work, in accordance with the applicable regulations rights. Takeoffs annexed No. 10 hereto are auxiliary. They are developing secondary in relation to the project documentation. They illustrate the scale of the project and facilitate the construction cost estimation ..

Stare Pole: Repair of the road ul. Navy in Old Field

Urząd Gminy Stare Pole | Published September 2, 2016  -  Deadline September 2, 2016
Winner
STRABAG Sp. z o.o., ul. Parzniewska 10, 05-800 Pruszków, kraj/woj. mazowieckie.
cpvs
45233140, 45000000, 45231100

The contract works are works consisting in the repair of the road ul. Old Navy Field. Works include: - preparatory works, demolition; - Earth: excavations, embankments; - Executing the foundation of broken aggregate; - Execution of the mattress reinforcement of aggregate on the geotextile separation; - Performance of asphalt pavement; - Arranging the surface of concrete blocks; - Carrying the surface of tabloid; - Construction of storm water drainage; - Felling of trees and sowing grass; - Regulation of wells; - Execution of the strengthening of roadsides aggregate; - Road markings at the time of construction; - Cleaning robots; - Measurement of the geodetic post-completion. The detailed scope of work is specified in the Annexes hereto: - the project - Annex 9 - Takeoff - Appendix 10 - STWiOR - Annex 11. The contractor homestead on their own wastes generated during the work, in accordance with the applicable regulations rights. Takeoffs annexed No. 10 hereto are auxiliary. They are developing secondary in relation to the project documentation. They illustrate the scale of the project and facilitate the construction cost estimation ..

Stare Pole: Repair of the road ul. Navy in Old Field

 | Published July 11, 2016  -  Deadline October 14, 2016
cpvs
45233140, 45000000, 45231100

The contract works are works consisting in the repair of the road ul. Old Navy Field. Works include: - preparatory works, demolition; - Earth: excavations, embankments; - Executing the foundation of broken aggregate; - Execution of the mattress reinforcement of aggregate on the geotextile separation; - Performance of asphalt pavement; - Arranging the surface of concrete blocks; - Carrying the surface of tabloid; - Construction of storm water drainage; - Felling of trees and sowing grass; - Regulation of wells; - Execution of the strengthening of roadsides aggregate; - Road markings at the time of construction; - Cleaning robots; - Measurement of the geodetic post-completion. The detailed scope of work is specified in the Annexes hereto: - the project - Annex 9 - Takeoff - Appendix 10 - STWiOR - Annex 11. The contractor homestead on their own wastes generated during the work, in accordance with the applicable regulations rights. Takeoffs annexed No. 10 hereto are auxiliary. They are developing secondary in relation to the project documentation. They illustrate the scale of the project and facilitate the construction cost estimation ..

Sewage, refuse, cleaning and environmental services

Gmina Stare Miasto | Published December 8, 2015
Winner
Zakład Oczyszczania Terenu BAKUN
cpvs
90000000, 90500000, 90510000, 90511000, 90512000, 90513100, 90514000, 90533000

The contract is the "Receiving and municipal waste management from the community of Old Town, the property on which they live inhabitants" so as to achieve appropriate levels of recycling, preparation for re-use and recovery of other methods and reducing the weight of biodegradable municipal waste transferred to storage, according with the provisions of the Act of 13 September 1996. on maintaining cleanliness and order in municipalities (Journal of Laws of 2013, item. 1399 as amended) and the provisions of the Regional Waste Management Plan for the Wielkopolska Region for 2012-2017.

Sewage, refuse, cleaning and environmental services

Gmina Stare Miasto | Published September 29, 2015  -  Deadline November 4, 2015
cpvs
90000000, 90500000, 90510000, 90511000, 90512000, 90513100, 90514000, 90533000

The contract is the "Receiving and municipal waste management from the community of Old Town, the property on which they live inhabitants" so as to achieve appropriate levels of recycling, preparation for re-use and recovery of other methods and reducing the weight of biodegradable municipal waste transferred to storage, according with the provisions of the Act of 13 September 1996. on maintaining cleanliness and order in municipalities (Journal of Laws of 2013. pos. 1399 as amended) and the provisions of the Regional Waste Management Plan for the Wielkopolska Region for 2012-2017.

Stare Kurowo: Changing the surface of commune roads in the village of Stare Kurowo Nowe Kurowo, Łęgowo, gm. Stare Kurowo

Gmina Stare Kurowo | Published August 16, 2016  -  Deadline August 3, 2016
Winner
Usługi Sprzętowo-Transportowe Karol Wiącek, ul. Klonowa 8, 66-500 Strzelce Krajeńskie, kraj/woj. lubuskie.
cpvs
45233120, 45233223

The contract is to change the surface of commune roads in the village of Stare Kurowo Nowe Kurowo, Łęgowo, gm. Stare Kurowo, the order consists of two tasks: Task 1: Changing the surface of the municipal road No. 005303F Stare Kurowo Stare Kurowo - New Kurowo length ok.1260 mb Task No. 2: Change of municipal roads No. 005307F New Kurowo - Legowo and No. 005,310 F Legowo - Głęboczek with a length of approx. 2 440 m 2. The contract scope includes: task 1: Local road No. 005303 F Stare Kurowo - New Kurowo robots measuring surveying - 1247 m, water control valves - 1 units, profiling and compacting ground foundation essential carriageway roads and roadsides - 5,834.40 m2, complement binding layer macadam mechanically stabilized layer thickness. average 8 cm - 4649.40 m2, sprinkling with asphalt binder layer of a mixture of unbound aggregates of crushed stone - 4,649.40 m2, carrying the surface of the asphalt concrete (wear layer) on the road and crossings for economic gr. 5 cm after zawałowaniu - 4,649.40 m2, execution verge of a mixture of unbound aggregates of crushed stone thickness. Wed. 8 cm - 1185 m2, Task No. 2: Dear Municipal No. 005307F New Kurowo - Legowo and No. 005310 F Legowo - Głęboczek work measuring surveying - 2426 m. Profiling and compacting the ground the essential foundation of the road and roadsides - 11,134.40 m2, complement binding layer macadam road mechanically stabilized layer thickness. average 8 cm - 8813.40 m2, mechanical cleaning and sprinkling emulsion średniorozpadową a bonding layer of a mixture of unbound aggregates of crushed stone - 8,813.40 m2, carrying the surface of the asphalt concrete (wear layer) on the road and crossings for economic gr. 5 cm after zawałowaniu - 8,813.40 m2, execution verge of a mixture of unbound aggregates of crushed stone layer thickness. Wed. 8 cm - 2,321 m2.

Architectural, construction, engineering and inspection services

Gminne Przedsiębiorstwo Komunalne „Eko-Babice” Sp. z o.o. | Published July 8, 2015  -  Deadline August 18, 2015
cpvs
71000000, 71300000, 71320000, 71322200

Employer allows the resignation or change of location of the proposed pumping stations. Sewage system should be designed: - to existing access roads nieskanalizowanych, - in the planned access roads in accordance with the Local Land Development Plan - in plots separated for access roads to the buildings in the second and another line of buildings, - in private plots. The planned route of sanitary sewage system runs on the waysides municipal and private plots. Approximate length of the proposed discharge lines of the proposed pumping station: 290 m (distance depends on the final location of the pumping station) Approximate length cables designed gravity: 1168 m. The length of the proposed sanitary sewer system should be treated as approximate. The task includes: 1) Execution of complete project documentation with all arrangements, 2) Information on the safety and health protection, 3) Takeoff and investment estimate containing overall costs of the investment, 4) Provide in writing and on a CD full documentation for the project ( in the form of editable doc., xls., .dwg and .pdf.), 5) Obtaining the environmental decision for the project 6) Obtaining a building permit. Description Employer requirements in relation to the contract. All designed pipes and fittings, PVC-U are to be combined using the type of seals Forsheda 582 or equivalent. Inclusion fi channel 160 to channel 200 Main fi should be designed as follows: - to a depth of 2.5 m below ground level. You can use the tee - from a depth of 2.5 m below the surface. up to 3.5 m below the surface. fi wells should be used Tegra 425 or equivalent - below a depth of 3.5 m below the surface. fi wells should be used Tegra 600 or equivalent above should be used for locating the cable under the roads, driveways and other paved surfaces, as well as in areas where opencast method will cause irreparable damage to the existing zoning of the property. Employer allows changing technology for trenchless pipe installation (horizontal directional drilling HDD) provided the RC-type double-layer pipes of increased strength manufacturer Wavin, KWH, Rehau or equivalent. At 45 ° bends wires and larger must be designed sealed manhole inspection Wifabet or equivalent with min. an inner diameter of 1200 mm with hatch Hydrotec Technologies ECON or equivalent with a diameter of 600 mm, equipped with valves Hawle or equivalent to allow cleaning of the duct. General requirements for the proposed sewage pumping station: 1) The size of the prefabricated tank pumping and selection of pumps designed to meet the planned target volume of wastewater. 2) pumping stations equipped with pumps for full passage of the rotor Grundfos or equivalent, arm ball check valves and gate valves-knife (Hawle or equivalent) performed for treatment. 3) On the supply gravity wall should be installed spindle bolt VAG or equivalent 4) Provide the ability to connect transportable generator. 5) Pumping provided with the extractor pump. System fence Wiśniowski or equivalent. 7) In the absence of locations in the wygrodzonym allowed pumping arrangement in the side or sidewalk. The design documentation includes: 1) Complete construction projects and regulations covering all sectors, with all reports and elaborations arrangements to enable obtaining a building permit - 5 copies. 2) Obtaining a decision on the environmental permit for the project. 3) The technical performance and acceptance of works - 1 copy. 1 m below the foundation of the draft tube) - 2 copies. 5) Bills of quantities and cost estimates Investor - 2 copies. Contractor is obliged to agree with the Employer kind of materials and equipment used for the design of the agreement .

Architectural, construction, engineering and inspection services

Gminne Przedsiębiorstwo Komunalne „Eko-Babice” Sp. z o.o. | Published October 13, 2015
Winner
USŁUGI PROJEKTOWE Hanna Szustecka
cpvs
71000000, 71300000, 71320000, 71322200

Employer allows abandonment or change of location of the proposed pumping stations. Sewage system should be designed - in existing roads nieskanalizowanych - in the planned roads under the Local Land Development Plan - in plots separated for access roads to the buildings in the second and the next line of buildings - in private plots. The planned route of sanitary sewage runs in the lane municipal and private plots. Approximate length of the proposed discharge lines of the proposed pumping station 290 meters (the distance depends on the final location of the pumping station) Approximate length cables designed gravity: 1168 m. The length of the proposed sanitary sewage system should be treated with caution. The task includes: 1) Execution of complete project documentation with all arrangements, 2) information on safety and health, 3) Takeoff and investment estimate containing the total cost of the investment, 4) Provide in writing and on a CD full documentation for the project ( in the form of editable doc., xls., .dwg and .pdf.), 5) Obtaining the environmental decision for the project 6) Obtaining a building permit. Description Employer requirements in relation to the contract. 1) sanitary sewer system should be designed and made of pipes and fittings, PVC-U solid SN8 Kinety concrete manholes company Wifabet or equivalent should arm all designed pipes and fittings, PVC-U are to be joined by sealing using Forsheda 582 or equivalent. Inclusion fi channel 160 to channel 200 Main fi should be designed as follows: - to a depth of 2.5 m below ground level. You can use the tee - from a depth of 2.5 m below the surface. up to 3.5 m below the surface. fi wells should be used Tegra 425 or equivalent - below a depth of 3.5 m below the surface. wells should be used fi 600 or equivalent Tegra 2) transitions perform trenchless method of horizontal directional drilling, which involves a two-step carrying out the work: Phase I - execution of drilling a pilot Phase II installation of casing pipe as above should be used for locating the cable under roads , driveways and other paved surfaces, as well as in places where open pit method will cause irreparable damage to the existing zoning of the property. Employer allows changing technology for trenchless pipe installation (horizontal directional drilling HDD) provided the RC-type double-layer pipes of increased strength manufacturer Wavin, KWH, Rehau or equivalent. At 45 ° bends wires and larger must be designed sealed manhole inspection Wifabet or equivalent with min. an inner diameter of 1200 mm with hatch Hydrotec Technologies ECON or the equivalent having a diameter of 600 mm, equipped with valves Hawle or equivalent to allow cleaning of the duct. General requirements for the proposed sewage pumping station: 1) The size of the prefabricated tank pumping and selection of pumps designed to meet the planned target volume of wastewater. 2) pumping stations equipped with pumps for full passage of the rotor Grundfos or equivalent to arm the ball check valves and gate valves-knife (Hawle or equivalent) performed for treatment. 3) The supply of gravity must be installed wall-spindle bolt VAG or equivalent 4) Provide the ability to connect transportable generator. 5) Pumping provided with the extractor pump. The surface should be made of cobblestones Fence System Wiśniowski or equivalent. 7) In the absence of locations in the wygrodzonym allowed location of the pumping station at the roadside or sidewalk. The design documentation includes: 1) Complete construction projects and regulations covering all sectors, with all reports and elaborations arrangements to enable obtaining a building permit - 5 copies. 2) Obtaining a decision on the environmental permit for the project. 3) Technical specifications for execution and acceptance of works - 1 copy. 1 m below the foundation of the draft tube) - 2 copies. 5) Bills of quantities and cost estimates Investor - 2 copies. The contractor is obliged to agree with the Employer kind of materials and equipment used for the design of the agreement .

Architectural, construction, engineering and inspection services

Gminne Przedsiębiorstwo Komunalne „EKO-Babice" Sp. z o.o. | Published March 4, 2015
Winner
Masko Sp. z o.o.
cpvs
71000000, 71300000, 71320000, 71322200

The network should be designed taking into account the accompanying concept of 2014 years. At the same time, based on the concept, the Purchaser authorizes use of alternative design solutions that enable the execution of the investment with maximum low investment and subsequent operation. Discharge lines of pumping stations should be designed to the maximum extent possible their performance using horizontal drilling HDD, subject to RC-type double-layer pipes of increased strength manufacturer Wavin, KWH, Rehau or equivalent. Approximate length of the discharge Ø 225 of the proposed pumping station for wastewater treatment plants (according to the concept of 2014): 2 210 m 2 435 m 2 265 m 2 115 m. Approximate length of the proposed discharge lines 409 m, 270 m, 298 m . Approximate length of cables designed gravity: 460 m. The task includes: 1) Execution of complete project documentation with all the arrangements. 2) Information on the safety and health protection. 3) Takeoff and containing investment estimate the total cost of the investment. 4) Provide a written and a CD full documentation for the project. 5) Obtaining environmental decision for the project. 6) Obtaining a building permit. Description of the client's requirements in relation to the contract. All designed pipes and fittings, PVC-U to be joined by a type seals Forsheda 582 or equivalent. Inclusion fi channel 160 to channel 200 main fi should be designed as follows: - to a depth of 2.5 m below the tee can be used - from a depth of 2.5 m below the surface to 3.5 m below the wells should be used fi Tegra 425 or equivalent, - below a depth of 3.5 m below the wells should be used fi Tegra 600 or equivalent. This method should be used for locating the cable under roads, driveways and other paved surfaces, as well as in areas where opencast method will cause irreparable damage to the existing zoning of the property. Employer allows changing technology for trenchless pipe installation (horizontal directional drilling HDD) provided that a two-layer type of RC pipes of increased strength manufacturer Wavin, KWH, Rehau or equivalent. For angles of 45 ° and wires should be designed larger sealed manhole inspection Wifabet or equivalent with min. inner diameter of 1 200 mm with hatch Hydrotec Technologies ECON or equivalent with a diameter of 600 mm, equipped with fittings Hawle or equivalent cable enables cleaning. General requirements for the proposed sewage pumping station: a) the size of the pre-fabricated tank pumping and pump selection designed to meet the planned target volume of wastewater. b) pumping stations equipped with a pump impeller with a full glimpse of Grundfos or equivalent, arm ball check valves and gate valves-knife (Hawle or equivalent) in the implementation of the wastewater. c) The gravity flow to be mounted spindle bolt VAG wall or equivalent. d) Provide the ability to connect transportable generator. e) Pumping fitted with a device to pull the pump. Wiśniowski System fence or equivalent. The project documentation includes: 1) Complete construction projects and regulations taking into account all branches, with all the arrangements and enable studies to obtain a building permit - 5 copies. 2) Obtaining of the environmental permit for the project. 3) The technical performance and acceptance of works - 1 copy. 1 m below the foundation of the draft tube) - 2 copies. 5) Bills of quantities and cost estimates Investor - 2 copies. The Contractor shall agree with the Employer type of materials and equipment used for the design of this contract .

Architectural, construction, engineering and inspection services

Gminne Przedsiębiorstwo Komunalne „Eko-Babice“ Sp. z o.o. | Published December 6, 2014  -  Deadline January 13, 2015
cpvs
71000000, 71300000, 71320000, 71322200

The network should be designed taking into account the accompanying concept of 2014 years. At the same time, based on the concept, the Purchaser authorizes use of alternative design solutions that enable the execution of the investment with maximum low investment and subsequent operation. Discharge lines of pumping stations should be designed to the maximum extent possible their performance using horizontal drilling HDD, subject to RC-type double-layer pipes of increased strength manufacturer Wavin, KWH, Rehau or equivalent. Approximate length of the discharge Ø225 with the proposed pumping station for wastewater treatment plants (according to the concept of 2014): 2 210 m 2 435 m 2 265 m 2 115 m. Approximate length of the proposed discharge lines 409 m, 270 m, 298 m, Approximate length of cables designed gravity: 460 m. The task includes: 1) the construction of a complete project documentation with all the arrangements; 2) information on the safety and health; 3) Takeoff and investment estimate containing a total cost of investment; 4) provide in writing and on a CD full documentation for the project; 5) obtaining an environmental decision for the project; 6) obtaining the building permit. Description of the client's requirements in relation to the contract. All designed pipes and fittings, PVC-U to be joined by a type seals Forsheda 582 or equivalent. Inclusion fi channel 160 to channel 200 main fi should be designed as follows: - to a depth of 2.5 m below the surface. tee can be used - from a depth of 2.5 m below the surface. to 3.5 m below the surface. wells should be used fi Tegra 425 or equivalent, - below a depth of 3.5 m below the surface. wells should be used fi Tegra 600 or equivalent. Transitions perform trenchless horizontal directional drilling method, which involves a two-step driving works: This method should be used for locating the cable under roads, driveways and other paved surfaces, as well as in areas where opencast method will cause irreparable damage to the existing zoning of the property. Employer allows changing technology for trenchless pipe installation (horizontal directional drilling HDD) provided that a two-layer type of RC pipes of increased strength manufacturer Wavin, KWH, Rehau or equivalent. For angles of 45 ° and wires should be designed larger sealed manhole inspection Wifabet or equivalent with min. 1200 mm internal diameter of the manhole Hydrotec Technologies ECON or equivalent with a diameter of 600 mm, equipped with fittings Hawle or equivalent cable enables cleaning. General requirements for the proposed sewage pumping station: a) the size of the pre-fabricated tank pumping and pump selection designed to meet the planned target volume of wastewater; b) pumping stations equipped with a pump impeller with a full glimpse of Grundfos or equivalent, arm ball check valves and gate valves-knife (Hawle or equivalent) in the implementation of the plants; c) at the opening of gravity must be mounted spindle bolt VAG wall or equivalent; d) provide the ability to connect transportable generator; e) pumping fitted with a device for pulling the pump; Wiśniowski System fence or equivalent. The project documentation includes: 1) complete construction projects and regulations taking into account all branches, with all the arrangements and enable studies to obtain a building permit - 5 copies .; 2) obtaining an environmental permit for the project; 3) the technical specifications and performance of construction works - 1 copy .; 1 m below the foundation of the draft tube) - 2 copies .; 5) bills of quantities and cost estimates Investor - 2 copies. The Contractor shall agree with the Employer type of materials and equipment used for the design of this contract.

Architectural, construction, engineering and inspection services

Gminne Przedsiębiorstwo Komunalne „Eko-Babice” Sp. z o.o. | Published February 17, 2015
Winner
Usługi Projektowe Hanna Szustecka
cpvs
71000000, 71300000, 71320000, 71322200

Employer allows cancellation or change of location of the proposed pumping stations. Sewage system should be designed: - in the existing access roads nieskanalizowanych, - in the planned roads in accordance with the Local Land Development Plan - in plots separated for roads to buildings in the second and subsequent building line. The planned route runs sanitary sewer waist municipal road and private plots. 36 ha. Approximate length of the proposed discharge lines of the proposed pumping station: 40 m, Approximate length of cables designed gravitational 2600 m. The length of the sewer system proposed to be treated as approximate. The task includes: 1) Execution of complete project documentation with all the arrangements, 2) Information concerning safety and health, 3) Takeoff and containing investment estimate the total cost of the investment, 4) Provide a written and a CD full documentation for the project 5 ) Obtaining environmental decision for the project 6) Obtaining a building permit. Description Employer requirements in relation to the contract. 1) sanitary sewer system should be designed and made of pipes and fittings, PVC-U solid concrete manholes SN8 Kinety company Wifabet or equivalent should be designed to arm all pipes and fittings, PVC-U to be joined by a type seals Forsheda 582 or equivalent. Inclusion fi channel 160 to channel 200 main fi should be designed as follows: - to a depth of 2.5 m below the surface. tee can be used - from a depth of 2.5 m below the surface. to 3.5 m below the surface. wells should be used fi Tegra 425 or equivalent, - below a depth of 3.5 m below the surface. wells should be used fi Tegra 600 or equivalent. 2) transitions perform trenchless horizontal directional drilling method, which consists in carrying out the work of the two-stage: Stage I - the execution of the pilot phase II- drilling casing pipe assembly as above should be used for locating the cable under roads, driveways and other paved surfaces, and also where opencast method will cause irreparable damage to the existing zoning of the property. Employer allows changing technology for trenchless pipe installation (horizontal directional drilling HDD) provided that a two-layer type of RC pipes of increased strength manufacturer Wavin, KWH, Rehau or equivalent. For angles of 45 ° and wires should be designed larger sealed manhole inspection Wifabet or equivalent with min. 1200 mm internal diameter of the manhole Hydrotec Technologies ECON or equivalent with a diameter of 600 mm, equipped with fittings Hawle or equivalent cable enables cleaning. General requirements for the proposed sewage pumping station: 1) the size of the pre-fabricated tank pumping and pump selection designed to meet the planned target volume of wastewater. 2) pumping stations equipped with a pump impeller with a full glimpse of Grundfos or equivalent, arm ball check valves and gate valves-knife (Hawle or equivalent) in the implementation of the wastewater. 3) On the supply must be installed gravity latch spindle wall VAG or equivalent 4) Provide the ability to connect transportable generator. 5) Pumping fitted with a device to pull the pump. Surface should be made of cobblestones Wiśniowski Fence System or equivalent. 7) In the absence of locations in wygrodzonym pumping arrangement allowed the roadside or sidewalk. The project documentation includes: 1) Complete construction projects and regulations taking into account all branches, with all the arrangements and enable studies to obtain a building permit - 5 copies. 2) Obtaining of the environmental permit for the project. 3) The technical performance and acceptance of works - 1 copy. 1 m below the foundation of the draft tube) - 2 copies. 5) Bills of quantities and cost estimates Investor - 2 copies. The Contractor shall agree with the Employer type of materials and equipment used for the design of this contract .

Development of technical documentation for the contract Construction of sanitary sewage system in Janow between ul. Poppy, Anders and Sikorski Pohulanka gm. Stare Babice.

 | Published November 17, 2014  -  Deadline December 30, 2014
cpvs
71000000, 71300000, 71320000, 71322200

Employer allows cancellation or change of location of the proposed pumping stations. Sewage system should be designed: - in the existing access roads nieskanalizowanych, - in the planned roads in accordance with the Local Land Development Plan - in plots separated for roads to buildings in the second and subsequent building line. The planned route runs sanitary sewer waist municipal road and private plots. 36 ha. Approximate length of the proposed discharge lines of the proposed pumping station: 40 m, Approximate length of cables designed gravitational 2600 m. The length of the sewer system proposed to be treated as approximate. 2. The task includes: 1) Execution of complete project documentation with all the arrangements, 2) Information concerning safety and health, 3) Takeoff and containing investment estimate the total cost of the investment, 4) Provide a written and a CD full documentation for project 5) Obtaining environmental decision for the project 6) Obtaining a building permit. 3. Description of the requirements of the Purchaser in relation to the contract. All designed pipes and fittings, PVC-U to be joined by a type seals Forsheda 582 or equivalent. Inclusion fi channel 160 to channel 200 main fi should be designed as follows: - to a depth of 2.5 m below the surface. tee can be used - from a depth of 2.5 m below the surface. to 3.5 m below the surface. wells should be used fi Tegra 425 or equivalent - below a depth of 3.5 m below the surface. wells should be used fi Tegra 600 or equivalent above should be used for locating the cable under roads, driveways and other paved surfaces, as well as in areas where opencast method will cause irreparable damage to the existing zoning of the property. Employer allows changing technology for trenchless pipe installation (horizontal directional drilling HDD) provided that a two-layer type of RC pipes of increased strength manufacturer Wavin, KWH, Rehau or equivalent. For angles of 45 ° and wires should be designed larger sealed manhole inspection Wifabet or equivalent with min. 1200 mm internal diameter of the manhole Hydrotec Technologies ECON or equivalent with a diameter of 600 mm, equipped with fittings Hawle or equivalent cable enables cleaning. 4. General requirements for the proposed sewage pumping station: 1) the size of the pre-fabricated tank pumping and pump selection designed to meet the planned target volume of wastewater. 2) pumping stations equipped with a pump impeller with a full glimpse of Grundfos or equivalent, arm ball check valves and gate valves-knife (Hawle or equivalent) in the implementation of the wastewater. 3) On the supply must be installed gravity latch spindle wall VAG or equivalent 4) Provide the ability to connect transportable generator. 5) Pumping fitted with a device to pull the pump. Wiśniowski System fence or equivalent. 7) In the absence of locations in wygrodzonym pumping arrangement allowed the roadside or sidewalk. 5. The project documentation includes: 1) Complete construction projects and regulations taking into account all branches, with all the arrangements and studies to enable a building permit - 5 copies. 2) Obtaining of the environmental permit for the project. 3) The technical performance and acceptance of works - 1 copy. 1 m below the foundation of the draft tube) - 2 copies. 5) Bills of quantities and cost estimates Investor - 2 copies. 6. The Contractor shall agree with the Employer type of materials and equipment used to design subject matter.
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