Remaining wk BOQ; Seg-34 & 35

SI No/ Code Remaining wk Remaining wk

Description of items Unit Rate
No qty amount
Dismantling of compacted bituminous
1 carpeting upto 75mm thick and removing the
Sqm 54.36 40.000 2,174.400
52-230 debris within 60m as per direction of
Engineer in charge.

Dismantling compacted khoa consolidation

2 upto 200mm thick and stacking the materials
Cum 407.62 7.000 2,853.340
52-220 within 60m in measurable stacks as per
direction of Engineer in charge.

Dismantling of construction works, including

3 removing debris within 60m as per direction
Cum 696.51 70.000 48,755.700
52-110-30 of Engineer in charge brick masonry in
cement

Earth Work in excavation of foundation

trench in all kinds of soil including levelling,
4
dressing, placing, removal of spoils to a safe Cum 247.75 250.000 61,937.500
16-500
distance with initial lead of 30m and lift of
1.5m as per direction of Engineer in charge.

Construction of R.C.C. cast in situ bored piles

in 1:1.5:3 upto required depth in all types of
soils including drilling and driving &
extracting temporary steel casing upto
required depth where necessary with
bentonite circulation, casting concrete with
cement,sand (FM>=2.50) and 20 mm down
5 graded stone chips in leanest mix 1:1.5:3
44-115 having minimum 28 days cylinder strength of
m 9,147.80 316.400 2,894,363.920
22.00 N/mm2 including the cost off all
44-115-30 materials, labour, equipments and all
incidental charges excluding the cost of M.S.
work for reinforcement etc. complete in all
respect (measurement will be given from the
bottom of the pile cap) as per design,
drawing, specification and direction of
Engineer in charge.
600mm dia.

M.S. Work for reinforcement with deformed

M.S. bar, fy=400 N/mm², (made from billet)
in RCC works, including local handling,
6 cutting, forging, bending, cleaning and
76-120 fabrication with supply of deformed M.S. bar
Kg 128.69 41,500.000 5,340,635.000
in different sizes and binding with 22 to 18
76-120-10 gages G.I. wire etc. complete including the
cost of all materials as per direction of
Engineer in charge.
8mm dia to 30mm dia.
 Providing and making joint of welding of
minimum 300mm length at the lapping
portion of main reinforcement by electric arc
welding for construction of cast in situ bored
7 pile carefully with highly oxidised electrodes
m 350.89 84.000 29,474.760
44-160 making the joint prominent including the cost
of all materials, labour, tools, plants and
equipments, cost of power etc. complete in all
respects as per direction of Engineer in
Charge.

Providing and making point welding at

contact point of the spiral binders at 0.5m
intervals with the main reinforcements by
electric arc welding and rest to be binding
with GI wire for construction of cast in situ
8
bored pile carefully with highly oxidised Points 5.59 12,516.000 69,964.440
44-150
electrodes making the point including the cost
of all materials, labour, tools, plants and
equipments, cost of power etc. complete in all
respects as per direction of Engineer in
Charge.

Reinforced Cement Concrete work in leanest

mix. 1:1.5:3, with 20mm down graded coarse
aggregates and sand of FM>=2.5, to attain a
minimum 28 day cylinder strength of 25.0
9 N/mm², including breaking, screening,
28-230 grading and washing aggregates with clear
Cum 19,237.97 175.575 3,377,706.583
water, mixing, laying in forms, consolidation
28-230-10 to levels, curing, including supply of all
materials, excluding cost of M.S. work for
reinforcements and formworks etc. complete
and as per direction of Enginner in charge.
with stone chips.

Supplying at site U-shape hot rolled steel

sheet pile of different section of Phosphorus
=0.04% (Maximum), Sulphur = 0.04%
(Maximum), Tensile strength=> 490 N/mm2 ,
10
Yield strength =>296 N/mm2, Elongation
44-240
=15% (Minimum) including all taxes, M.ton 163,603.60 14.000 2,290,450.400
freights, incidental charges etc. complete as
44-240-10
per direction of the Engineer -incharge.
U-shape, hot- rolled steel sheet pile width=
400mm to 600mm: height=> 100mm,
Thickness>=10.5mm. (±0.50mm)
 Cutting of steel sheet piles to design length
11
and shape as per requirement in design and
44-320
drawing and as per direction of Engineer in m 55.41 33.250 1,842.383
charge.
44-320-20
Above 10mm thick.

Driving steel sheet piles of various sections

and weights of any type of soil, by monkey
hammer including handling and placing in
position, staging and supplying of all
12 equipments like monkey hummer, pully, rope,
44-290 bamboo, bullah etc. including correcting
Sqm 1,763.54 203.000 357,998.620
leaning beyond tolerance and other defects
44-290-30 etc. complete (measurement will be taken on
projected width x height) as per direction of
Engineer in charge.
U-type or any other type : Upto 4.50 m
depth

Provide 1 (one) coat of Zinc phosphate as

primary coat and 2 (two) coat of coaltar
13 epoxy coat over primary coat to steel surface
Sqm 255.16 406.000 103,594.960
72-180 with paint of approved colour etc. complete
including the cost of all materials as per
direction of Engineer in charge.

Labour for breaking of head of cast in situ

bored pile/precast pile upto required length
by any means and removing the dismantled
materials such as concrete to a safe distance
14 including scrapping and removing concrete
cum 3,735.58 7.634 28,517.418
44-140 from steel/M.S. rods, all sorts of handling
stacking the same property after clearing,
levelling and dressing the site and clearing
the river bed etc. complete as per direction of
Engineer in Charge.

Supplying and placing 20mm thick hessian of

cloth impregnanted with bitumen in
15
expantion joints or on top of sheet piles as per sqm 321.85 18.000 5,793.300
44-310
specification and direction of Engineer in
Charge.

Supplying and laying single layer polythene

16
sheet in floor below cement concrete, RCC
44-220
slab, on walls etc. complete in all respect as Sqm 19.70 135.000 2,659.500
per direction of Engineer in charge.
44-220-10
Weighing minimum 1.0 kg per 6.50 sqm.
 Supplying and filling sand in foundation of
hydraulic structures, buildings and in
protective works with selected sand, in
17
150mm thick layer, including levelling,
16-540
dressing, ramming, watering etc. complete Cum 1,710.21 20.200 34,546.242
(compacted to 50% relative density by
16-540-20
manual labour using mallet/ vibro compactor)
as per direction of Engineer in charge.
Sand of FM>=1.50

Back filling in hydraulic structures including

all leads and lifts with sand in 150mm layer
18
including watering, ramming, compacting to
16-560
30% relative density etc. complete by Cum 871.17 500.000 435,585.000
compactor or any other suitable method as
16-560-20
per direction of Engineer in charge.
Sand of FM>=0.80

Formwork for centering and water tight

shuttering as per drawing with 14 BWG M.S.
sheet, fitted and fixed with
40mmx40mmx6mm M.S. angle frame and
25mmx6mm F.I. bar stiffener, with necessary
fabrication, welding, making the forms
19
including fitting, fixing of steel forms with
36-150
necessary ties, battens, struts, nuts & bolts, Sqm 1,187.98 367.061 436,060.889
props etc. as per desired shape and size
36-150-10
including levelling and removing the forms
after specified period including the cost of all
materials as per direction of Engineer in
charge.
Vertical and inclined walls, columns, piers
with 60-80mm dia barrack bamboo props.

Supplying and laying dry 1st class or pick

jhama chips as filter in two layers (top and
31 bottom) as per specific size, range and
40-520 gradation, including breaking chips, grading,
Cum 4,786.88 0.540 2,584.915
preparation of surface, compacting each layer
40-520-20 etc. complete with supply of all materials and
as per direction of Engineer in charge.
Well graded between 40mm to 20mm size.

Supplying and laying dry 1st class or pick

jhama chips as filter in two layers (top and
20 bottom) as per specific size, range and
40-520 gradation, including breaking chips, grading,
Cum 5,267.97 1.620 8,534.111
preparation of surface, compacting each layer
40-520-30 etc. complete with supply of all materials and
as per direction of Engineer in charge.
Well graded between 20mm to 5mm size.
 Supply and fitting and fixing 23cm wide
P.V.C water stops having minimum strength
of 13.80 N/mm² at 225% elongation and of
21 approved quality in cntraction and expansion
76-630 joints with necessary arrangments for
M 1,177.97 6.100 7,185.617
modification in shuttering and kepping the
76-630-10 water stop in position etc. complete as per
design, specification and direction of
Engineer in charge.
3 bulb type.

Earth work by manual labour with clayey soil

(minimum 30% clay, 0-40% silt and 0-30%
sand) in construction of cross bundh/ ring
bundh as per design and specification with all
22 leads and lifts, throwing the earth in layers
Cum 207.13 1,000.000 207,130.000
16-450 not exceeding 150mm in thickness, including
breaking clods, rough dressing, clearing the
jungle, removing stumps, dug bailing and
75mm cambering etc. complete as per
direction of Engineer in charge.

Filling of expansion joints upto a depth of 40

mm with bitumen mixed with coarse sand
23
(FM>=2.5) in concrete works including
04-620
supply of all materials etc. complete as per M 117.48 10.200 1,198.296
specification and direction of Engineer in
04-620-10
charge.
25 mm wide.

Dismantling RCC Work and removing the

24 debris to a safe distance, stacking properly for
Cum 4,200.00 - -
NTI measurement, etc. all complete as per
direction of the Engineer in charge.

Cement concrete work in leanest mix. 1:3:6

with sand of FM>=1.5, in foundation or floor
including breaking, screening, grading and
washing aggregates with clear water, mixing,
25
laying in position,
28-120 Cum 13,847.40 10.060 139,304.844
consolidation to levels, curing, including
28-120-20
supply of all materials, excluding the cost of
formworks etc. complete as per direction of
Engineer in charge.
With 25mm down graded Stone chips.
 Labour charge for salvaging and Replacement
of hard stone boulders or steel slag or brick
26 bats etc. from the slopes and berm of the
Cum 823.35 435.000 358,157.250
NTI embankment, stacking the same in a
measurable stacks within all leads and lifts as
per direction of Engineer in charge.

Providing cork sheet/polysterene sheet in

expansion joints of concrete works including
27
supply of all materials etc. complete as per sqm 497.25 12.814 6,371.762
NTI
direcrion of Engineer in cbarge.
20 mm thick sheet.

Supplying fitting, fixing PVC pipe; 100mm

28
dia. as per direction of Engineer in charge. M 381.38 18.004 6,866.366
NTI
100mm dia.

Suppling Filling and placing of geo textile

bags of different size and capacity at project
site making with standard geo textile fabric
(100% polypropylene fabric ,mass 400 m/m
unit weight kg EOS =0.075 MM) and sewing
29
. Rates of BWDB filling with sand (FM 2.5 Nos 1,405.00 30.000 42,150.000
NTI
and stone chips (40 mm downgraded [ Fill
Volume and wight will be measured after
filling wiht dry sand and stone ]
Geo Beg Size : (600 x 600 x 300) mm (Geo -
febric th => 3.0 mm .)

Dewatering : Pumping & baililg out of water

with all leads and lift by manual labour or
pump. with all arrangements for protection of
30 ring bund and side slopes of foundation pit
Hour 430.00 160.000 68,800.000
NTI against erosion or washout etc. complete
actual volume of work will be measured by
sounding method before starting the work) as
per direcrion of Engineer in charge.by pump.

Taking out U-type steel sheet piles of various

sections and weights from any type of soil by
31
mechanical device including handling and
PWD
placing in stacks etc. complete (measurement
SoR Sqm 3694.2 798.00 2,947,971.600
will be taken on projected "width x embeded
205
depth" including arranging all equipment etc.
44-300
all complete as per direction of the Engineer
in charge.
 Manufacturing and supplying C.C. blocks in
leanest mix. 1:2:4 with cement, sand
(FM>=1.5) and Stone Chips (40mm down
graded) to attain a 28 days cylinder strength
of 18 N/mm² including grading, washing
32
stone chips, mixing, laying in forms,
40-230
consolidation, curing for at least 21 days, each 2,462.79 10,080.000 24,824,923.200
including preparation of platform, shuttering
40-230-15
and stacking in measurable stacks etc.
complete including supply of all materials
(steel shutter to be used) as per direction of
Engineer in charge.
Block Size: 50cmx50cmx50cm.

Labour charge for protective works in laying

33 CC blocks of different sizes including
40-270 preparation of base, watering and ramming of
Cum 2,275.74 1,260.000 2,867,432.400
base etc. complete as per direction of
40-270-20 Engineer in charge.
200 m to 500 m.
Total Amount in Tk = 47,013,524.715