EMPLOYER:  DONG ANH District PROJECT MANAGEMENT UNIT

1. Work scope:

                        - Permanent bridge

                        - Load weight                                        H30-XB80

                        - Width:                                                 B=0.5+11.0+0.5=12m

                        - Design procedure: procedure 22 TCN 18-79

                        - Đùng bridge: T prestressed reinforced concrete beam, L=33m, 5 units, reinforced bar pile 35x35cm

                        - Ống bridge: T prestressed reinforced concrete beam, L=15m, 06 units, reinforced bar pile 35x35cm

                        - Bài bridge: T prestressed reinforced concrete beam, L=15m, 06 units, reinforced bar pile 35x35cm

                        - Kè K4 bridge: girder cover plate L=7.2m, 12 units, reinforced bar pile 35x35cm             

2. Main work amount:

                        - Drive reinforced bar pile 35x35cm:                               4.192m

                        - Excavate soil:                                                           3.000m3

                        - Fill soil:                                                                    17.000m3

                        - Ashlar:                                                                      666 m3

                        - Steel:                                                                        130 tons

3. Total contract value:             21.635.031.000 dongs

(In word: Twenty one billions, six hundreds thirty one  millions, thirty one thousands dongs)

4. Construction time

- Start:                         9/2008

- Complete:                   5/2009