Tenders of Specjalistyczny Szpital Wojew Dzki W Ciechanowie

Implants for Endoscopic Spine Correction

Announcement of the supply order for the purchase of work clothes and footwear for hospital staff.

Poland – Medical Consumables – Kardiowertery-defibrylatory I Stymulatory Serca

Poland – Pharmaceutical Products – Dostawa Produktów Leczniczych I Materiałów Opatrunkowych.

Groceries

Announcement of the Service Order Service for the AMMS system (asseco Medical Management Solutions) installed at the Sszw headquarters in Ciechanów.

Delivery of Disposable Medical Equipment - Repeat

Reconstruction of the District Road No. 1711b, with the course: Drohiczyn - Smarklice - Ostrożany - Drochlin - Grodzisk, on the section from the Voivodship Road No. 690 to the town of Grodzisk, with a total length of 5,260.00 m. 1.0 M. In Grodzisk Roadway width - up to 7.0 M. In places where protective barriers and traffic safety devices are located, shoulder width 1.5 M. Reconstruction of existing intersections with side roads and reconstruction of exits to be performed. Reconstruction and construction of pedestrian routes and parking spaces. The scope includes: 1) Reconstruction of the roadway surface, Reconstruction and construction of exits, Reconstruction and construction of footpaths: Construction of the roadway - On the existing bitumen surface: - Asphalt concrete wearing course Ac 11 S 50/70 Kr2, thickness 4 cm, - Leveling layer Of Asphalt Concrete Ac 16 W 50/70 Kr2 Diam. 3 cm, - Existing Bitumen Pavement. Roadway Structure - On Extensions: - Wearing Layer Of Asphalt Concrete Ac 11 S 50/70 Kr2 Thickness 4 Cm, - Binding Layer Of Asphalt Concrete Ac 16 W 50/70 Kr2 Thickness 8 Cm, - Foundation Of Broken Aggregate 0/31 ,5 C50/30, thickness 22 cm, - cut-off layer made of aggregate, thickness 32 cm. Asphalt concrete descents: - Wear layer of Asphalt Concrete Ac 11 S 50/70 Kr1 Thickness 4 cm, - Binding Layer Of Asphalt Concrete Ac 16 W 50/70 Kr1 Thickness 5 cm, - Subbase Of Broken Aggregate 0/ 31.5 C50/30 Gr. 22 cm. Ground surface descents: - Gravel surface, thickness 12 cm, - Foundation made of crushed aggregate 0/31.5 C50/30, thickness 22 cm. Downhill rides with a surface made of concrete cubes: - concrete paving stones, thickness 8 cm - red, - cement-sand bedding 1:4, thickness 5 cm, - foundation made of crushed aggregate 0/31.5 C50/30, thickness 22 cm. Dividing islands with paving made of concrete cubes: - concrete paving stones, thickness 8 cm - gray, - cement-sand bedding 1:4, thickness 5 cm, - foundation made of crushed aggregate 0/31.5 C50/30, thickness 22 cm. Pedestrian paths with a surface made of concrete cubes: - concrete paving stones, thickness 6 cm - gray, - cement and sand bedding 1:4, thickness 5 cm, - foundation made of crushed aggregate 0/31.5 C50/30, thickness 15 cm. Island Speed Threshold: - Concrete Paving Stones, 8 cm thick - Gray, - Cement and Sand Bedding 1:4, 5 cm thick, - Subbase Made of Cement Concrete C16/20, 22 Gr. Ground Shoulder: - Optimal Mix 0/10, 15 cm thick . Framing of roadways, bays, islands and exits: Concrete curb, dim. 15x30 cm and 15x22 cm on a concrete footing with a support made of concrete C12/15. Pedestrian paths framing: Concrete edging of dim. 6x20 cm On a cement-sand bedding. 2) Reconstruction and Construction of Drainage Devices: - Renovation of the Existing Street Drains Together with Sewerage. - Repair and reconstruction of the existing roadside ditches and culverts under the exits, - P-01 at Km Rob. 0+394.60 - Reconstruction of the existing culvert made of concrete pipes with a diameter of 80 cm and a length of 9.30 m. The planned culvert with a diameter of 80 cm and made of pehd pipes with a length of 13.43 m. . - P-02 W Km Rob. 2+224.30 - Reconstruction of the existing culvert made of concrete pipes with a diameter of 100 cm and a length of 12.30 M. The planned culvert with a diameter of 100 cm made of PEHD pipes with a length of 17.86 M. Slopes of the inlet and outlet of the culvert and the bottom of the ditch paved with cobblestone . - P-03 At Km Rob. 4+552.00 - Reconstruction of the existing culvert made of concrete pipes with a diameter of 90 cm and a length of 11.50 m. The planned culvert with a diameter of 100 cm made of PEHD pipes with a length of 14.98 m. . 3) Reconstruction of intersections with side roads. 4) Redevelopment of Parking Spaces. 5) Execution of traffic calming devices and lighting of pedestrian crossings. 6) Execution of vertical and horizontal markings and road safety devices. Note: A detailed description of the Order has been presented in: Technical Documentation, Technical Specification for Execution and Acceptance of Works. The Bills of Quantities are auxiliary. The basis for the valuation of the works is the Documentation, Stwiorb and the Employer's requirements described in the Description of the Subject of the Order and the Purchase Order.

Performing the function of a Project Manager for the task entitled: Increasing the Energy Efficiency of Buildings Belonging to the Specialized Provincial Hospital in Ciechanów

Notice of Order for the Supply of Medicinal Products