BOQ (Press Item for Analysis)

BOQ for 2nd Floor at Solid Track-II
Item Description Quantity Unit Rate(Tk) Amount(Tk)
01A
Reinforced cement concrete work(1:1.5:3) in all R.c.c works having minimum crushing strength 25 Mpa (cylinder) at 28 days with Holcim Cement, 20mm down graded stone chips, sand (F.M.not less than 2.5 ) including washing, breaking of chips, screening of sand, mixing, laying, compacting, maintaining levels, curing for minimum 28 days etc. all complete as per direction of the EIC. Column
14.00
 M3
7400.00
103,600.00
01B
Floor and Roof Beam (1:1.5:3)
18.00
 M3
7400.00
133,200.00
01C
Parapet Wall Excluding design
6.00
 M3
8500.00
51,000.00
01D
Stair With Landing
6.50
 M3
7750.00
50,375.00
01E
b) Floor Slab, False Slab
38.50
 M3
7300.00
281,050.00
02
Supplying and fabrication of deformed bar of Grade 60 with minimum Fy=415 Mpa of different sizes and length in all R.C.C works including straightening, cutting, bending, binding, making of chairs and placing of spacers with supply of G.I wire(22 BWG) and welding, placing in positing where specific, hooking, cranking. lapping etc. all complete as per drawing, specification and direction of the Engineer M.S. Road (fy=415 Mpa)
11.50
 TON
51000.00
586,500.00
Total:
1,205,725.00