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Joinery work

Gminne Przedsiębiorstwo Komunalne „Eko-Babice” Sp. z o.o. | Published December 12, 2015  -  Deadline January 19, 2016
cpvs
45421000, 45421100, 45421110, 45421130

The contract is for the supply and installation of joinery exterior - windows, walls curtain, exterior doors, garage doors and cladding of laminated fiber - cement for the construction of a complex of buildings in Zielonki Lots of Stare Babice composed of the Municipal Gymnasium, Centre for Culture and Hall Sports facilities. Object of the contract describes in detail: 1) The design documentation: a) Construction Projects Landscape planning and architecture - construction project, part I Information BIOZ b) Projects Implementing Executive design - architecture - Stage I Project Executive - architecture - Phase II Project Executive - construction ( substructures for curtain walls) Design of teletechnical c) STWiORB - A building - phase I d) STWiORB - building B and C stage II e) STWiORB - telecommunications engineering

Construction work

Gminne Przedsiębiorstwo Komunalne „EKO-BABICE” Sp. z o.o. | Published January 13, 2017  -  Deadline February 21, 2017
cpvs
45000000, 45211320, 45262522, 45342000, 45262300, 45233120, 45233140, 45233220, 34922100, 45316213, 45111200

A detailed description of the contract includes terms of reference (TOR częśćIIII - description of the order) and design documentation annexed hereto.

Construction of the complex of buildings in Zielonki Lots in the Municipality of Stare Babice consisting of building school and educational, cultural center and sports hall with facilities, with a total usable area of ​​approximately 8 700 m2, building area 7 176 m2 with land development area of ​​about 43 709 m2

Object of the contract includes:

1) Provide container office, warehouse and social services to the needs of their own construction.

Recreation with driveways, sidewalks, bike path.

3) Execution of fire road with parking and maneuvering squares.

4) Execution of the access road to the building, along with economic maneuvering squares.

5) Execution of pavements and street furniture.

6) Execution of trash.

7) Execution of the fence.

Detailed Description of the order is included in the technical documentation:

1) Construction Projects

a) land development project and architecture - construction project, part I

b) structural design, static calculations - construction project, part II

c) design of sanitary installations - construction project, part III

d) design electrical and telecommunication installations - construction project, part IV

e) Project roads and surfaces - construction project, part V

f) Information BIOZ

2) implementing projects

a) Executive design - Architecture - Building A (includes drawings DFA)

b) Executive design - Architecture - Building B and C (contains drawings DFA)

c) Project Executive - Freight

d) Project constant traffic organization

e) PZT - replacement construction project with the correction of the fence

f) The pitch and running track - changes sidewalks

3) Documentation included for auxiliary purposes:

Recreation, sanitary sewer connection and the internal network Fr.

b) Executive design - sanitary - storm water drainage network

c) Executive design - sanitary installations - Connections and internal water supply system

d) Project Executive - Green

4) The technical specifications for execution and acceptance of construction works - architecture stage I and II (includes work on DFA) and technical specifications, performance and acceptance of road works.

Notes on the terms of reference:

The scope of these works should be performed no later than 31 August 2017.

2) Determination of Phase I and Phase II of the agreement refers to the execution of the contract terms, while the designation of Phase I and Phase II in the documentation and cost estimates only applies to those documents.

3) The contract scope includes surveying services along with the implementation built inventory of roads, sidewalks, utilities (sewer manholes), buildings, along with bringing to material accountancy state resource surveying and mapping.

2 of the PPL Contracting Authority requires that the contractor has done in person at least 50% of the work paved surfacing.

Order in the first place must be made in accordance with the tender documents, contract, project documentation, technical specifications for execution and acceptance of construction works, technical expertise, construction practices and regulations in force.

A detailed description of the contract includes terms of reference (TOR) and the design documentation annexed hereto, which consists, in particular projektybudowlane, regulations, technical specifications of performance and acceptance of works.

Architectural, construction, engineering and inspection services

Gminne Przedsiębiorstwo Komunalne „Eko-Babice” Sp. z o.o. | Published July 18, 2015
Winner
Koma Zakład Projektowania i Realizacji Inwestycji s.c. Jan Kozłowski, Bartłomiej Kozłowski, Katarzyna Kozłowska
cpvs
71000000, 71300000, 71320000, 71322200

Pogonowskiego, White Mountains, Cholewińskiego, Płodowskiego and Kukuczki. The planned route of the aqueduct runs in lane municipal road and communal plots. The water supply system must be designed so that the maximum extent possible their execution using horizontal drilling HDD, provided the RC-type double-layer pipes of increased strength manufacturer Wavin, KWH, Rehau or equivalent. Project contractor is also required to make arrangements with property owners which will be done by the investment necessary for the Investor claims the right to use the property for construction purposes. 3 860 I should be treated as approximate. The task includes: 1) the construction of a complete project documentation with all arrangements; 2) information on the safety and health; 3) Takeoff and investment estimate containing total cost of the investment; 4) provide in writing and on a CD full documentation for the project (in the form editable doc., Xls., .dwg And .pdf.); 5) obtaining an environmental decision for the project; 6) obtaining the building permit. Description of customer requirements in relation to the contract. In the case of episodes that will be designed to perform excavation method (horizontal directional drilling HDD) must be designed RC-type dual-layer pipes of increased strength manufacturer Wavin, KWH, Rehau or equivalent. 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 an 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.

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 April 21, 2015  -  Deadline May 27, 2015
cpvs
71000000, 71300000, 71320000, 71322200

Pogonowskiego, White Mountains, Cholewińskiego, Płodowskiego and Kukuczki. The planned route of the aqueduct runs on the waysides municipal and communal plots. Water supply system must be designed so that the maximum extent possible their execution using horizontal drilling HDD, subject to RC-type double-layer pipes of increased strength manufacturer Wavin, KWH, Rehau or equivalent. Project contractor is also required to make arrangements with the owners of the property which will be done by the investment necessary for the Investor claims the right to use the property for construction purposes. 3 860 I should be treated as approximate. 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 (in the form of editable doc., Xls., .dwg, And .pdf.); 5) obtaining an environmental decision for the project; 6) obtaining the building permit. Description of the client's requirements in relation to the contract. For sections that are designed to perform excavation method (horizontal directional drilling HDD) should be designed RC-type double-layer pipes of increased strength manufacturer Wavin, KWH, Rehau 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.

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 .

Architectural, construction, engineering and inspection services

Gminne Przedsiębiorstwo Komunalne „Eko-Babice” Sp. z o.o. | Published February 18, 2015  -  Deadline March 27, 2015
cpvs
71000000, 71300000, 71320000, 71322200

Pogonowskiego, White Mountains, Cholewińskiego, Płodowskiego and Kukuczki. The planned route of the aqueduct runs on the waysides municipal and communal plots. Water supply system must be designed so that the maximum extent possible their execution using horizontal drilling HDD, subject to RC-type double-layer pipes of increased strength manufacturer Wavin, KWH, Rehau or equivalent. Project contractor is also required to make arrangements with the owners of the property which will be done by the investment necessary for the Investor claims the right to use the property for construction purposes. 3 860 I should be treated as approximate. 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 (in the form of editable doc., Xls., .dwg, And .pdf.); 5) obtaining an environmental decision for the project; 6) obtaining the building permit. Description of the client's requirements in relation to the contract. For sections that are designed to perform excavation method (horizontal directional drilling HDD) should be designed RC-type double-layer pipes of increased strength manufacturer Wavin, KWH, Rehau 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 .;

Construction work

Gminne Przedsiębiorstwo Komunalne „Eko-Babice” Sp. z o.o. | Published June 30, 2015  -  Deadline August 5, 2015
cpvs
45000000, 45100000, 45111200, 45200000, 45210000, 45232451, 45400000, 45231300, 44130000, 45310000, 45232400

The contract is for the construction of a complex of buildings in Zielonki Lots in the Municipality of Stare Babice composed of the Municipal Gymnasium, Centre for Culture and Sports Hall of options - Task No. 1: Open raw state of the brick partition walls and roofing, installation of underfloor and reconstruction and partial liquidation water management facilities. Object of the contract includes: 1) the execution by the Contractor development of the site with facilities construction. The development of the site and the facilities are: a) Enforcement fence of the construction site b) Performance for the construction of internal roads with reinforced concrete slabs in the investment area with entrances from municipal roads, fences and gates and detentions c) Ensure storage and office containers social d ) Implementation of hardened square in the composition of building materials and equipment e) Execution separates the branches of electrical construction for the site f) The implementation of water and sewage connections. for the construction g) Development of the site carried out in accordance with the attached diagram (Appendix 12 - sketch a construction site) 2) Support geodesic 3) Execution of earthworks (excavation and backfill, etc.) a) Removal of humus in the commune Stare Babice in the places indicated Investor in the immediate vicinity of the investment execution damp insulation and thermal state of implementation of lean concrete under the floor level "0" 5) The comprehensive performance of works in the field of roof covering and frames which include: a) all the transitions and penetrations in the roof with their protection b) lightning protection components c) insulation (also thermal) under the cover and flashing d) elements of roof bridges and other 6) Execution of partition walls with housing installation shafts 7) Installation of underfloor on: a) Installation of sanitary sewage system with wells inside buildings b) Installation of storm water drainage system with wells inside the buildings and the installation on the patio in the school building c) Bushing for the installation of water and electrical connections to the buildings 8) Installation of lightning. 9) Reconstruction and partial liquidation of water management facilities 10) Installation of roof drains and installation of drain rainwater from the roof to the adjacent area 11) Execution of works in accordance with the technical documentation 12) Execution of as-built documentation - 2 copies. And electronic versions. Detailed Description of the order is included in the technical documentation: 1) Construction Projects a) land development project and architecture - construction project, part I, b) structural design, static calculations - construction project, part II c) sanitation project - construction project, part III d) Motion for electrical and telecommunication installations - construction project, part IV e) Information BIOZ 2) implementing projects a) Project Executive - architecture - phase I b) Executive design - construction - phase I c) Executive design - architecture - Phase II d) Executive project - construction - Phase II e) Project Executive - in sanitation installations water and sewage. - Phase I f) Project Executive - in sanitation installations water and sewage. - Phase II E-21-A, E-23-B, Fig.A-23-C h) Executive design with elements of the sampling water permit for the reconstruction and partial liquidation of specific water management facilities on plots 301 ÷ 375 3) STWiORB - Building A - Stage I 4) STWiORB - Building B and C stage II 5) Documentation of the subsoil No. 55/14/01 6) draft development site Comments on the subject of the contract. B and C. 2) The existing stand protected during construction. 3) The cost of felling trees and plantings possible compensation lies with the Contractor. 4) In the event of a collision Contractor is obliged to rebuild the conflicting network in agreement with the Employer. 5) Providing electricity for the time of construction lies with the Contractor 6) Costs associated with water consumption and sewage discharge from sanitary containers during construction lies with the Contractor 7) underfloor installation inside buildings perform a lead wire of 0.3 m above the level of "0" and plug 8) derived under-floor installation outside the building 2.0m from the face of the foundation wall at the end of cork 9) After the Contractor is getting any decisions and arrangements necessary for the proper performance of the contract. In case of failure to dismantle roads and fences within the period specified by the Employer, elements of fences and internal roads will become the property of the Employer. 11) The Purchaser requires a fence full at the time of construction with a height of 2 m on the fence must be free of advertising and subtitles. 12) The Purchaser requires that one of the con

Construction work

Gminne Przedsiębiorstwo Komunalne „Eko-Babice” Sp. z o.o. | Published September 4, 2015
Winner
„ZAB-BUD” Andrzej Zaboklicki
cpvs
45000000, 45100000, 45111200, 45200000, 45210000, 45400000, 45232400, 45231300, 44130000, 45310000, 45232451

The contract is for the construction of a complex of buildings in Zielonki Lots of Stare Babice composed of the Municipal Gymnasium, Centre for Culture and Sports Hall of options - Task No. 1: Open raw state of the brick partition walls and roofing, installation of underfloor and reconstruction and partial liquidation water management facilities. Object of the contract includes: 1) Implementation by the Contractor management of the construction site with facilities construction. The development of the site and facilities includes: a) Implementation of the fence of the construction site; b) Performance for the construction of internal roads with reinforced concrete slabs in the investment area with entrances from municipal roads, fences and gates and detentions; c) Ensure storage and office containers welfare; d) Implementation of hardened square in the composition of building materials and equipment; e) Execution branches of electrical construction will distribute for the site; f) The implementation of water and sewage connections. for the construction; g) Development of the site carried out in accordance with the attached diagram (Appendix 12 - sketch of the site). 2) Support geodesic 3) Execution of earthworks (excavation and backfill, etc.) A) Removal of humus in the commune Stare Babice in the places indicated by the Investor in the immediate vicinity of the investment; 4) Execution of works construction-reinforced concrete and masonry exterior walls Execution of damp insulation and thermal state of implementation of lean concrete under the floor level "0"; 5) The comprehensive performance of works in the field of roof covering and frames which include: a) all transitions and penetrations in the roof with their security; b) the elements of the lightning protection system; c) insulation (also thermal) under the cover and flashing; d) elements of the roof bridges and others; 6) Performance partitions with the housing installation shafts; 7) Execution underfloor installation in terms of: a) Installation of sanitary sewage system with wells inside buildings; b) Installation of storm water drainage with wells inside the buildings and installing a patio in the school building; c) Bushing for the installation of water and electrical connections for buildings; 8) Implementation of the lightning protection system; 9) Reconstruction and partial liquidation of water management facilities; 10) Installation of roof drains and installation of drain rainwater from the roof to the adjacent area; 11) Execution of works in accordance with the technical documentation; 12) Execution of as-built documentation - 2 copies. And electronic versions. Detailed Description of the order is included in the technical documentation: 1) Construction Projects a) land development project and architecture - construction project, part I; b) structural design, static calculations - construction project, part II; c) Project sanitary - construction project, part III; d) Motion for electrical and telecommunication installations - construction project, part IV; e) Information BIOZ 2) implementing projects a) Detailed design - architecture - Stage I; b) Detailed design - construction - Phase I; c) Detailed design - architecture - Phase II; d) Project Executive - construction - Phase II; e) Project Executive - installations sanitarne- water and sewage. - Phase I; f) Project Executive - installations sanitarne- water and sewage. - Phase II; E-21-A, E-23-B, Fig.A-23-C; h) Design of the elements of the sampling water permit for the reconstruction and partial liquidation of specific water management facilities on plots 301 ÷ 375; 3) STWiORB - Building A - Phase I; 4) STWiORB - Building B and C - Phase II; 5) Documentation of the subsoil No. 55/14/01; 6) draft development site; 7) Project management existing vegetation; Notes on the contract. B and C. 2) The existing stand protected during construction. 3) The cost of felling trees and plantings possible compensation lies with the Contractor. 4) In the event of a collision Contractor is obliged to rebuild the conflicting network in agreement with the Employer. 5) Provision of electricity during construction lies with the Contractor 6) Costs associated with water consumption and discharge of wastewater from sanitary containers during construction lies with the Contractor 7) underfloor installation inside buildings perform a lead wire of 0.3 m above the level of "0 "and plug 8) derived under-floor installation outside the building 2.0m from the face of the foundation wall at the end of cork 9) After the Contractor is getting any decisions and arrangements necessary for the proper performance of the contract. The contractor will be notified in writing in case of failing to dismantle roads and fences within the period specified by the Employer, elements of fences and internal roads st

Construction work

Gminne Przedsiębiorstwo Komunalne „EKO-BABICE” Sp. z o.o. | Published July 24, 2015  -  Deadline August 27, 2015
cpvs
45000000, 45100000, 45111200, 45111291, 45111240, 45231300

The subject of the contract is performance: Range Volume 1 pressure channel: Channel discharge of PE 100 RC SDR11 fi 225x20,5 mm with a length of approximately 2097 m, the manufacturer Wavin, KWH, Rehau or equivalent, the Well of the drainage C7 with an inner diameter of 1500 mm - 1 pc. , Well of on- and vent valve (T3 and T30) with an internal diameter of 1500 mm - 2 pcs., the Well of the drainage T13 with an internal diameter of 2000 mm - 1 pc., Well expansion T39 with an internal diameter of 1500 mm - 1 pc., wells inspection 425 mm - 1 pc., crossing the provincial road controlled by horizontal jacking. Range Volume 2 pościekowych water pumping station Execution pościekowych water pumping station building and the building, which is open tank of water pościekowe. 1) Parameters of the building: - Net cubic capacity of 68.16 m3 building - Building height 3.80 m, - net area of ​​the building pumping stations 22,72 m2 - Building area including tank 50.39 m2 - storey building, basement, building covered with a roof with a small angle of inclination. Architecture. 2 should be made smaller openings between the tank and the air intake chamber, and between the chamber and building pumping stations, according to the project the sanitary industry. The construction. Pumps will provide the Purchaser. Note: The cable protection must adapt to the load-designed pumps. Moreover, the Contractor is obliged to: 1) Establish a fenced site facilities near the construction site on which will be located office building - working hours are needed for construction works. a) the office building will consist of the room leading to the pursuit of coordination meetings for at least 4 people, b) Office building is to be marked (Table construction according to the formula prescribed by the building code) and located to allow easy access from the public road, c) Location of the office building is subject to acceptance by the Purchaser. 2) obtaining all necessary approvals, permits, agreements, opinions and other activities related to archaeological research and excavations. Pick site restoration following a protocol with the participation of inspector and the owner of the property. 4) Comprehensive geodetic services contract. Notes on the terms of reference: 1) A detailed description of the order is included in the project documentation: Electrical installations b) construction project collector bedding dump water from sewage treatment plants Stare Babice into the ditch. Stage I: The pressure pipe draining water from sewage treatment plants pościekowe with pompownią- pipeline crossing the provincial road. 2) It is permissible to change the assembly technology for trenchless pipe (horizontal directional drilling HDD) provided the RC-type double-layer pipes of increased strength manufacturer Wavin, KWH, Rehau or equivalent. 3) It is permissible to use the manufacturer Hawle gate valves, VAG, AVK or equivalent.
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