{"text_format":"2","workbook":"xlsx","n_sheets":1,"sheets":["BOQ -Yathrib Canal"],"not_rendered":{"charts":0,"images":0,"macros":0,"external_links":0,"defined_names":0,"comments":0,"pivot_tables":0},"unopened":[],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"run_cost":"one","rows_first":2000,"rows_last":500,"rows_between":2000,"halvings":0,"cell_chars":16384,"cell_head_chars":4096},"cells_cut":0,"cells_raw":0,"read":"whole","date_system":"1900"}

{"sheet":"BOQ -Yathrib Canal","index":0,"n_rows":15,"n_cols":6,"rows_kept":15,"cut":false,"hidden":false,"merged":[[1,1,1,5],[0,0,0,5]]}
["Civil Works Bill of Quantities (BOQ) "]
[null," Project Name: Construction of an Irrigation sub-Canal in Albofadus- Yathrib sub-district, Tikrit District, Salah addin Governorate "]
[]
["No.","Materials/Items description/ Labor ","Unit","Quantity","Unit Price","Total Cost USD "]
[1,"Site preparation works: Cutting the natural ground of soil including rock to the dimensions and levels shown on the drawings including complete removing from and cleaning the site of the work from all encountered trees, plantations, debris during the cutting,  and structures of any kind to transfer into a location out of the site (as directed by the Site Engineer). The cost includes grading, earth leveling and cutting the entire surface through the whole length of the proposed Canal. ","L.S",1]
[2,"Provide Excavator machine, labour and equipment for excavation in all type of soil to cut the surface layer for the whole path of sub Canal with total length 3,400 m and excavation to the depth of 0.80 m and width 0.75 at the bottom and 3.15 m width from the top plus 1 m from each side settling the shoulders according to the drawings and instructions of Site Engineer. Excavation materials should used as a protection wall to the trench edges and remove the surplus of it. The cost includes transferring away all undesired excavation materials to the out of site work in a specific location determined by the irrigation committee in a way that preserves the environment. \n","Day",9]
[3,"Transportation cost for provision of  Excavator machine and necessary equipment back and forth from the location of the site work.\n","Ea",2]
[4,"Supply and install steel pipes with dimensions Diameter 70 cm and thickness 8 mm to use for building the gateway pipes (6) numbers located at the intersections between the sub Canal and the Drainage channels, also 7 gateway pipes used with the feeder channels intersection according to the drawings and the instruction of Site engineer. The cost includes transportation fees with loading and unloading of materials. ","ml",156]
[5,"Supply materials, manpower and equipment for casting reinforced concrete, C26 for 28 days test to construct the reinforced Gateway at the Entrance and the Outfall of the gateway pipes. All the works should be done according to the drawings and instructions of site engineer. ","m3",30]
[6,"Supply materials, manpower and equipment to construct the main regulator for the Soil Stream with reinforced concrete to the thickness 25 cm, C20 over a layer of blind concrete with 10 cm thickness leaned on 30 cm Boulder according to the drawings and direction of the Site Engineer.  The cost includes all the cutting and back filling work.","m3",3]
[7,"Supply materials, manpower and equipment to install the Sliding gate with dimension 1.30 m height for the main regulator according to the drawings and instruction of Site Engineer. ","Ea",1]
[8,"Supply materials, manpower and equipment to install steel pipes to the length of 12 m with diameter of 60cm and thickness 8mm at the main regulator of the soil stream according to the drawings. The cost  includes cost of transportation and loading and unloading of pipes","ml",12]
[9,"Supply materials, manpower and equipment to construct the Outfall structure of the main regulator with reinforced concrete thickness 25 cm with minimum compressive strength (210 Kg/cm²), the slump limit of concrete must not exceed 75mm, over a layer of blind concrete with 10 cm thickness leaned on 30 cm Boulder.  All works should be done  according to the drawings and directions of site engineer.","m3",3]
[10,"Supply materials, manpower and equipment for laying a course of 30 cm thick of stone pitching over the layer of 20cm gravel filter to construct the padding part of the Canal structure up to 5 m length from the main regulator to prevent Soil Erosion as a result of accelerated water flowing through the gateway. The cost includes laying Sub-base course of 30cm thick after compaction. The materials are provided in two layers that should be shaped, graded and compacted to minimum of 95% of Minimum Dry Density (MDD), for the entire surface of the 5 m length of the Canal. The finished surface of the sub-base course should be as shown on the drawings.\n","m2",20]
[null,"Total cost in U.S. Dollars "]