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{"sheet":"Summary","index":0,"n_rows":7,"n_cols":3,"rows_kept":7,"cut":false,"hidden":false,"merged":[]}
[null,"Lot4. Sewage Mosul"]
["#","Name of place","Cost $"]
[1,"Renovation of the sewerage pipe network - Al-Hadbaa area-Ba'weeza st.- Mosul- Ninwa Governorate ",{"$f":"'Al-Hadbaa area-Ba''weeza st'!F21","v":0}]
[2,"Renovation of the sewerage pipe network - Al-Muthna area-in front of Al-Tal Al-Athari - Mosul - Ninwa Governorate ",{"$f":"'Al-Muthna, Al-Tal Al-Athari'!F21","v":0}]
[3,"Renovation of the sewerage pipe network - Al Muharibin Area - Different locations- Mosul- Ninwa Governorate ",{"$f":"' Al Muharibin Area '!F21","v":0}]
[4,"Rehabilitation of Box Culvert  in AL-Olama area - Mosul - Ninawa Governorate ",{"$f":"'Box Culvert  in AL-Olama '!F16","v":0}]
[null,"Total",{"$f":"SUM(C3:C6)","v":0}]

{"sheet":"Al-Hadbaa area-Ba'weeza st","index":1,"n_rows":21,"n_cols":6,"rows_kept":21,"cut":false,"hidden":false,"merged":[[20,1,20,4],[0,0,0,5],[2,1,2,5],[3,1,3,5],[4,1,4,5],[5,1,5,5]]}
["Renovation of the sewerage pipe network - Al-Hadbaa area-Ba'weeza st.- Mosul- Ninwa Governorate "]
[null,"General Specification : "]
[null," 1- All works according to the instruction by the supervision Engineering Committee"]
[null,"2- All the materials supplied by the contractor must be according to Iraq standards"]
[null,"     3- The contractor must provide samples , catalogues and specification of materials for testing and approval by the site engineer before supplying"]
[null,"4- Contractor must pay the cost for samples including and laboratory test required"]
[null,"5- The attached  drawing are part of the BOQ"]
[null,"6- All the supplied pipes thickness shall according to the existing "]
["#","Item Description","Unit","Qty","price$","Total $"]
[1,"Excavation\nSupply materials, machineries, and manpower to remove the damaged layers (asphalt and concrete), excavate 3m average width the subbase around the pipes to the required depth, removing the existing pipes, the work includes supporting the trench's sides and pumping out the water with all required to complete the job, remove the rubble out of the site to locations determined by the municipality of Mosul.\n","M3",72,null,{"$f":"D10*E10","v":0}]
[2,"Supply pipes:\nSupplying different types and sizes  of pipes as shown below, with all its requirements such as connection fittings of (male & female) threaded adapters , the price includes loading, transporting and unloading in the site."]
[null," 400mm UPVC pipes ","ML",12,null,{"$f":"D12*E12","v":0}]
[null," 315mm UPVC pipes ","ML",12,null,{"$f":"D13*E13","v":0}]
[3,"Laying pipes:\nLaying the pipes according to designed slope, bedding under and around the buried pipe with 20cm thick clean sand, the work includes casting the connection joint between the existing and new pipe because of the different pipes material."]
[null," 400mm UPVC pipes ","ML",12,null,{"$f":"D15*E15","v":0}]
[4,"Laying gullies pipes:\n Supply materials, machineries, and manpower to excavate and lay(315mm dia. UPVC pipes) according to designed slope, bedding under and around the pipes with 20cm thick clean sand, the work includes connecting the pipe with gully & manhole and backfilling the pipe with compacted subbase layer to the road level.","ML",12,null,{"$f":"D16*E16","v":0}]
[5,"Manholes:\nSupply materials and manpower to cast manholes by reinforced concrete mortar 1:2:4 with 30cm thick base, 25cm thick walls, reinforced with 12mm in dia. (15*15)cm, 30cm thick slab cover reinforced with two layers 12mm dia. (15*15)cm, Providing & fixing steel cover of approved quality  (70cm dia.)with the road level, the work includes   excavation, formwork, repairs work and all required to complete the job as the details below:"]
[null,"internal clearance dimensions (1.2*1.2) m","EA",1,null,{"$f":"D18*E18","v":0}]
[6,"Gullies:\nSupply materials, manpower to Cast Gullies with concrete 1:2:4, internal clearance dimensions (35*55) cm, 75cm depth, base thickness 20cm, wall thickness 15cm. The work includes providing and fixing cast iron inlet cover.","EA",2,null,{"$f":"D19*E19","v":0}]
[7,"Backfilling:\nSupply materials, machineries, and manpower to backfill the working area with subbase layers every 30cm thick, approved compaction of each layers using machineries making the standard compaction required to the road level. ","M3",65,null,{"$f":"D20*E20","v":0}]
[null,"Total",null,null,null,{"$f":"SUM(F10:F20)","v":0}]

{"sheet":"Al-Muthna, Al-Tal Al-Athari","index":2,"n_rows":21,"n_cols":6,"rows_kept":21,"cut":false,"hidden":false,"merged":[[20,1,20,4],[0,0,0,5],[2,1,2,5],[3,1,3,5],[4,1,4,5],[5,1,5,5]]}
["Renovation of the sewerage pipe network - Al-Muthna area-in front of Al-Tal Al-Athari - Mosul - Ninwa Governorate "]
[null,"General Specification : "]
[null," 1- All works according to the instruction by the supervision Engineering Committee"]
[null,"2- All the materials supplied by the contractor must be according to Iraq standards"]
[null,"3- The contractor must provide samples , catalogues and specification of materials for testing and approval by the site engineer before supplying"]
[null,"4- Contractor must pay the cost for samples including and laboratory test required"]
[null,"5- The attached  drawing are part of the BOQ"]
[null,"6- All the supplied pipes thickness shall according to the existing "]
["#","Item Description","Unit","Qty","price$","Total $"]
[1,"Excavation\nSupply materials, machineries, and manpower to remove the damaged layers (asphalt and concrete), excavate 3m average width the subbase around the pipes to the required depth, removing the existing pipes, the work includes supporting the trench's sides and pumping out the water with all required to complete the job, remove the rubble out of the site to locations determined by the municipality of Mosul.\n","M3",600,null,{"$f":"D10*E10","v":0}]
[2,"Supply pipes:\nSupplying different types and sizes  of pipes as shown below, with all its requirements such as connection fittings of (male & female) threaded adapters , the price includes loading, transporting and unloading in the site."]
[null,"600mm UPVC pipes","ML",100,null,{"$f":"D12*E12","v":0}]
[null," 315mm UPVC pipes ","ML",24,null,{"$f":"D13*E13","v":0}]
[3,"Laying pipes:\nLaying the pipes according to designed slope, bedding under and around the buried pipe with 20cm thick clean sand, the work includes casting the connection joint between the existing and new pipe because of the different pipes material."]
[null,"600mm UPVC pipes","ML",100,null,{"$f":"D15*E15","v":0}]
[4,"Laying gullies pipes:\n Supply materials, machineries, and manpower to excavate and lay(315mm dia. UPVC pipes) according to designed slope, bedding under and around the pipes with 20cm thick clean sand, the work includes connecting the pipe with gully & manhole and backfilling the pipe with compacted subbase layer to the road level.","ML",24,null,{"$f":"D16*E16","v":0}]
[5,"Manholes:\nSupply materials and manpower to cast manholes by reinforced concrete mortar 1:2:4 with 30cm thick base, 25cm thick walls, reinforced with 12mm in dia. (15*15)cm, 30cm thick slab cover reinforced with two layers 12mm dia. (15*15)cm, Providing & fixing steel cover of approved quality (70cm dia.)with the road level, the work includes   excavation, formwork, repairs work and all required to complete the job as the details below:"]
[null,"internal clearance dimensions (1.2*1.2) m","EA",6,null,{"$f":"D18*E18","v":0}]
[6,"Gullies:\nSupply materials, manpower to Cast Gullies with concrete 1:2:4, internal clearance dimensions (35*55) cm, 75cm depth, base thickness 20cm, wall thickness 15cm. The work includes providing and fixing cast iron inlet cover.","EA",8,null,{"$f":"D19*E19","v":0}]
[7,"Backfilling:\nSupply materials, machineries, and manpower to backfill the working area with subbase layers every 30cm thick, approved compaction of each layers using machineries making the standard compaction required to the road level. ","M3",500,null,{"$f":"D20*E20","v":0}]
[null,"Total",null,null,null,{"$f":"SUM(F10:F20)","v":0}]

{"sheet":" Al Muharibin Area ","index":3,"n_rows":21,"n_cols":6,"rows_kept":21,"cut":false,"hidden":false,"merged":[[20,1,20,4],[0,0,0,5],[2,1,2,5],[3,1,3,5],[4,1,4,5],[5,1,5,5]]}
["Renovation of the sewerage pipe network - Al Muharibin Area - Different locations- Mosul- Ninwa Governorate "]
[null,"General Specification : "]
[null," 1- All works according to the instruction by the supervision Engineering Committee"]
[null,"2- All the materials supplied by the contractor must be according to Iraq standards"]
[null,"3- The contractor must provide samples , catalogues and specification of materials for testing and approval by the site engineer before supplying"]
[null,"4- Contractor must pay the cost for samples including and laboratory test required"]
[null,"5- The attached  drawing are part of the BOQ"]
[null,"6- All the supplied pipes thickness shall according to the existing "]
["#","Item Description","Unit","Qty","price$","Total $"]
[1,"Excavation\nSupply materials, machineries, and manpower to remove the damaged layers (asphalt and concrete), excavate 3m average width the subbase around the pipes to the required depth, removing the existing pipes, the work includes supporting the trench's sides and pumping out the water with all required to complete the job, remove the rubble out of the site to locations determined by the municipality of Mosul.\n","M3",2760,null,{"$f":"D10*E10","v":0}]
[2,"Supply pipes:\nSupplying different types and sizes  of pipes as shown below, with all its requirements such as connection fittings of (male & female) threaded adapters , the price includes loading, transporting and unloading in the site."]
[null," 600mm UPVC pipes ","ML",460,null,{"$f":"D12*E12","v":0}]
[null," 315mm UPVC pipes ","ML",66,null,{"$f":"D13*E13","v":0}]
[3,"Laying pipes:\nLaying the pipes according to designed slope, bedding under and around the buried pipe with 20cm thick clean sand, the work includes casting the connection joint between the existing and new pipe because of the different pipes material."]
[null," 600mm UPVC pipes ","ML",460,null,{"$f":"D15*E15","v":0}]
[4,"Laying gullies pipes:\n Supply materials, machineries, and manpower to excavate and lay(315mm dia. UPVC pipes) according to designed slope, bedding under and around the pipes with 20cm thick clean sand, the work includes connecting the pipe with gully & manhole and backfilling the pipe with compacted subbase layer to the road level.","ML",66,null,{"$f":"D16*E16","v":0}]
[5,"Manholes:\nSupply materials and manpower to cast manholes by reinforced concrete mortar 1:2:4 with 30cm thick base, 25cm thick walls, reinforced with 12mm in dia. (15*15)cm, 30cm thick slab cover reinforced with two layers 12mm dia. (15*15)cm, Providing & fixing steel cover of approved quality (70cm dia.)with the road level, the work includes   excavation, formwork, repairs work and all required to complete the job as the details below:"]
[null,"internal clearance dimensions (1.2*1.2) m","EA",20,null,{"$f":"D18*E18","v":0}]
[5,"Gullies:\nSupply materials, manpower to Cast Gullies with concrete 1:2:4, internal clearance dimensions (35*55) cm, 75cm depth, base thickness 20cm, wall thickness 15cm. The work includes providing and fixing cast iron inlet cover.","EA",30,null,{"$f":"D19*E19","v":0}]
[6,"Backfilling:\nSupply materials, machineries, and manpower to backfill the working area with subbase layers every 30cm thick, approved compaction of each layers using machineries making the standard compaction required to the road level. ","M3",2300,null,{"$f":"D20*E20","v":0}]
[null,"Total",null,null,null,{"$f":"SUM(F10:F20)","v":0}]

{"sheet":"Box Culvert  in AL-Olama ","index":4,"n_rows":16,"n_cols":6,"rows_kept":16,"cut":false,"hidden":false,"merged":[[0,0,0,5],[2,1,2,5],[3,1,3,5],[4,1,4,5],[5,1,5,5]]}
["Rehabilitation of Box Culvert  in AL-Olama area - Mosul - Ninawa Governorate "]
[null,"General Specification : "]
[null," 1- All works according to the instruction by the supervision Engineering Committee"]
[null,"2- All the materials supplied by the contractor must be according to Iraq standards"]
[null,"3- The contractor must provide samples , catalogues and specification of materials for testing and approval by the site engineer before supplying"]
[null,"4- Contractor must pay the cost for samples including and laboratory test required"]
[null,"5- The attached  drawing are part of the BOQ"]
[null,"6- All the supplied pipes thickness shall according to the existing "]
["#","Item Description","Unit","Qty","price$","Total $"]
[1,"Supply machineries and manpower to remove  the damaged box culvert . the price include excavation of MIN 6m width, 3m depth and 18m long , the work includes executing a temporary drain for the water path or  and pumping out the water with all required to complete the job. In addition , the work include  repairing pipes or cable by bypassing  the damaged pipes or cables , Moreover, the contractor shall  support the trench's sides  according to the instruction of the related department, The remove of rubble out of the site to locations determined by the municipality of Mosul.","M3",324,null,{"$f":"D10*E10","v":0}]
[2,"Supply material , manpower and machineries for laying a compacted layer of boulders underneath the foundation of the box culvert and the wing walls ( width:11m, length:16m , thickness 40 cm) .In addition , the contractor shall lay compacted subbase layer  thickness of 25 cm  80%.","m2",132,null,{"$f":"D11*E11","v":0}]
[3,"Supply materials (Sulfate resistant cement, sand and gravel) and all requirements for Casting a 15 cm thick of plan concrete with strength of 15 MPa over the subbase layer inline with the  culvert foundation.","m2",132,null,{"$f":"D12*E12","v":0}]
[4,"Supply materials (Sulfate resistant cement, sand and gravel) , machineries, and manpower to construct double box culverts with the required slope and clearance dimensions (W:4 m ,H:2.5 m)  for each culvert, The thickness for the bass ,side walls and the top slab is 35cm with overlapping between the reinforcement steel bars of the base, walls and top slab including the wing walls. The height of the wing walls shall be inline with the height of the culvert at the start point ending with height of 1 meter. The reinforcement should be 2# 16 mm @ 15 cm in both directions . The work includes all formworks of wooden plates (plywood 18 mm thick)  fair face concrete with  compressive strength 30Mpa ,using vibrators during the concrete casting with placing water stop where needed .","m3",90,null,{"$f":"D13*E13","v":0}]
[5,"Supply material, machineries, and manpower to backfill the box culvert with compacted subbase layers, not exceeding 30 cm for each layer.","ML",18,null,{"$f":"D14*E14","v":0}]
[6,"Supply materials (cement, sand and gravel), machineries, and manpower for casting a 20 cm thick ,compressive strength 30Mpa With BRC reinforced concrete layer top slab of the culvert and beneath the road pavement .","m2",108,null,{"$f":"D15*E15","v":0}]
[null,"Total",null,null,null,{"$f":"SUM(F10:F15)","v":0}]