BOQ (Press Item for Analysis)

BOQ for New Liquids Utility Building-Foundation
Item Description Quantity Unit Rate(Tk) Amount(Tk)
01
Dismantling of existing brick flat soling including cleaning, taking the bricks & rubbish shifting outside the factory etc. all complete as per direction of the EIC.
100.00
M2
40.00
4,000.00
02
Deduction of Old Brick
2000.00
NOS
-2.00
-4,000.00
03
Earth work in excavation of foundation trenches of any dimension upto required depth including removal of soils to a required distance within the site with necessary shoring and bailing out of water, providing temporary drain if necessary as per drawing and instruction of the Engineer-In- Charge.
480.00
M3
121.00
58,080.00
04
Supplying and laying of filling sand having minimum F.M. 0.80 over the compacted earth surface in 150mm layers including leveling watering consolidating each layer upto finished level as per Direction of the EIC.
640.00
M3
451.00
288,640.00
05
Single layer (3") 1st class ordinary brick flat soling in floor and other places where necessary including sorting and soaking of bricks, Levelling, laying & filling the intertstices with sand as per direction of EIC.
160.00
M2
145.00
23,200.00
06
Supplying and laying of double layer polythene sheet weighing one kilogram per 6.5 square metre in footing below brick flat soling and other places where necessary. All complete as per direction of the EIC.
160.00
M2
30.00
4,800.00
07
75mm thick cement concrete (1:3:6) underneath the footing and other places where necessary including supplying best quality cement (Holcim ), best quality coarse sand and 12 mm down graded brick chips I/c breaking chips, screening, mixing, laying, compacting and curing at least for 10 days etc. all complete as per direction of the EIC.
6.00
M3
3400.00
20,400.00
08A
Reinforced cement concrete work (1:1.5:3) including supply of all materials having minimum crushing strength 24 Mpa (cylinder) at 28 days with Holcim Cement, 20mm down graded stone chips, sand (F.M.not less than 1.8 ) including washing with water of stone chips, screening of sand, mixing, laying, compacting, maintaining levels, curing for minimum 28 days etc. all complete as per direction of the Engineering -in-charge. Footing
23.00
M3
5600.00
128,800.00
08B
Grade Beam/ Tie Beam
6.50
M3
6800.00
44,200.00
08C
Drain
9.00
M3
7500.00
67,500.00
08D
Reinforced cement concrete works (1:1.5:3) to give a minimum Cylinder strength of 25 MPa concrete from a machine mixed typical batch with fresh cement (conforming to BDS 232), best quality coarse Sylhet sand (minimum P.M.2.5) and 20 mm down graded crushed stonechips including cost of breaking chips,screening through proper services, cleaning and washing thoroughly, centering, shuttering with M.S. sheet and steel form, placing of reinforcement cage in position, mixing the aggregates with mixture machine, casting in steel forms, compacting b y mechanical vibrators and tapered rods and curing for 28 days etc. all complete as per drawing, specification and direction of the EIC (Excluding the cost of reinforcements and its fabrication). Built up column and short column
5.50
M3
7000.00
38,500.00
08E
Ground Floor Slab
15.50
M3
6500.00
100,750.00
09
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)
8.50
TON
44420.00
377,570.00
10
250 mm thick ordinary brick work (1:5) including supplying of bricks, sorting and soaking of bricks (minimum 24 hours), curing for min 10 days. Bricks to be soaked for 24 hours in two stages of 12 hours. Fresh water to be used for each stage of soaking. All complete as per direction of the EIC.
15.00
M3
2900.00
43,500.00
11
Average 20 mm thick cement plaster (1:6) to wall maintaining sharp angle at corners, joints, kobla etc. with steel trowel finish including supplying of best quality coarse sand, screening, curing for minimum 10 days all complete as per dorection of the E.I.C.
100.00
M2
90.00
9,000.00
12
Minimum 40 mm thick patent stone (1:2:4) including neat cement finishing over the drain bottom slab where necessary including supplying of all materials etc. all complete as per direction of Engineer-In- Charge.
50.00
M2
210.00
10,500.00
13A
Pre-cast CC Block Dismantling
0.00
M2
75.00
0.00
13B
250mm or more thick Brick Wall Dismantling
0.00
M2
250.00
0.00
13C
RCC Dismatling
0.00
M3
2140.00
0.00
13D
0.00
TRUC
450.00
0.00
Total:
1,215,440.00