8/13/2019 BOQ Option 01

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1Item

No

Description of Item Unit Quantity Unit Rate Total

1 Earth work in excavation in all kinds of soil for foundation trenches

including. layout, providing center lines, local bench-mark pillars, leveling,

ramming and preparing the base, f ixing bamboo spikes and marking layout

with chalk powder, providing necessary tools and plants, protecting and

maintaining the trench dry etc., stacking, cleaning the excavated earth at a

safe distance out of the area enclosed by the layout etc. all complete and

accepted by the Engineer, subject to submit method statement of carrying out

excavation work to the Engineer for approval. However,Engineers approval

shall not relieve the contractor of his responsibilities and obligations under thecontract.

Cum 2,015.00 270.00 544,050.00

Layout and marking for earthwork in excavation in foundation accepted by

the Engineer. [Plinth area of the structure shall be considered for

measurement]

Earthwork in excavation in foundation trenches up to 1.5 m depth and

maximum 10 m lead: in soft clayey soil / loose sand / silt

2 One layer of brick flat soling in foundation or in floor with first class or

picked jhama bricks including preparation of bed and filling the interstices with

local sand, leveling etc. complete and accepted by the Engineer.

sqm. 660 375.00 247,500.00

3 Earth filling in foundation trenches and plinth in 150 mm layers with

carted earth carried by truck or any other means loading and unloading atboth ends including leveling, watering and consolidating including local

carr iage each layer up to finished level including cost of water and test

(carried from beyond 300 m) etc. all complete and accepted by the Engineer.

For other than Dhaka, Ctg., Sylhet, Rajshahi, Barishal, Khulna metropolitan

area and N'ganj district

1350 180.00 243,000.00

4 Exposed brick works (for exterior wall without outside plaster) with

special quality sorted out first class bricks, very carefully laid in cement sand

(F.M. 1.2) mortar (1:4)) in superstructure with uniform width and depth joints,

true to vertical and horizontal l ines including raking out joints scaffolding,

soaking the bricks at least for 24 hours before use, washing and screening of

sand. Curing at least for 7 days and high class flush pointing with cement

sand (F.M. 1.2) mortar (1:1) including cost of water, electr icity and other

charges etc all complete and accepted by the Engineer.(Cement: CEM-II/A-M)

In round floor

cum 260 5,750.00 1,495,000.00

5 125 mm brick works with first class bricks in cement sand (F.M. 1.2)

mortar (1:4) and making bond with connected walls including necessary

scaffolding, raking out joints, cleaning and soaking the bricks for at least 24

hours before use and washing of sand curing at least for 7 days in all floors

including cost of water, electricity and other charges etc. all complete and

accepted by the Engineer.

(Cement: CEM-II/A-M)

sqm. 2030 725.00 1,471,750.00

6 Reinforced cement concrete works using steel shutter with minimum

cement content relates to mix ratio 1:1.5:3 having minimum f 'cr = 30 Mpa,

and satisfying a specified compressive strength fc = 25 Mpa at 28 days on

standard cylinders as per standard practice of Code ACI/BNBC/ASTM &

Cement conforming to BDS EN-197-1-CEM 1 (32.5 to 52.5 N) / ASTM-C 150

Type I , best quality Sylhet sand or coarse sand of equivalent F.M. 2.2 and

20 mm down wel l graded stone chips conforming to ASTM C-33, making,

placing shutter in posit ion and maintaining true to plumb, making shutter

water-tight properly, placing reinforcement in position; mixing with standard

mixer machine with hopper, fed by standard measuring boxes, casting in

forms, compacting by v ibrator machine and cur ing at least for 28 days,

removing centering-shuttering including cost of water, electricity, testing and

other charges etc. all complete approved and accepted by the Engineer.

(Rate is excluding the cost of reinforcement and i ts fabricat ion, binding,

welding and placing)

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2Item

No

Description of Item Unit Quantity Unit Rate Total

Individual and continuous footings of column at plinth level.

i Concrete cum 170 8,250.00 1,402,500.00

ii Formwork/shuttering, prop and necessary supports etc. (steel) sqm. 480 575.00 276,000.00

7 Reinforced cement concrete works using steel shutter with minimum

cement content relates to mix ratio 1:1.5:3 having minimum f'cr = 30 Mpa,

and satisfying a specified compressive strength fc = 25 Mpa at 28 days onstandard cylinders as per standard practice of Code ACI/BNBC/ASTM &

Cement conforming to BDS EN-197-1-CEM 1 (32.5 to 52.5 N) / ASTM-C 150

Type I , best quality Sylhet sand or coarse sand of equivalent F.M. 2.2 and

20 mm down wel l graded stone chips conforming to ASTM C-33, making,

placing shutter in posit ion and maintaining true to plumb, making shutter

water-tight properly, placing reinforcement in position; mixing with standard

mixer machine with hopper, fed by standard measuring boxes, casting in

forms, compacting by v ibrator machine and cur ing at least for 28 days,

removing centering-shuttering including cost of water, electricity, testing and

other charges etc. all complete approved and accepted by the Engineer.

(Rate is excluding the cost of reinforcement and i ts fabricat ion, binding,

welding and placing)

Foundation beam

i Concrete cum 158 8,950.00 1,414,100.00

ii Formwork/shuttering, prop and necessary supports etc. (Steel) sqm. 1730 575.00 994,750.00

8 Reinforced cement concrete works using steel shutter with minimum

cement content relates to mix ratio 1:1.5:3 having minimum f'cr = 30 Mpa,

and satisfying a specified compressive strength fc = 25 Mpa at 28 days on

standard cylinders as per standard practice of Code ACI/BNBC/ASTM &

Cement conforming to BDS EN-197-1-CEM 1 (32.5 to 52.5 N) / ASTM-C 150

Type I , best quality Sylhet sand or coarse sand of equivalent F.M. 2.2 and

20 mm down wel l graded stone chips conforming to ASTM C-33, making,placing shutter in posit ion and maintaining true to plumb, making shutter

water-tight properly, placing reinforcement in position; mixing with standard

mixer machine with hopper, fed by standard measuring boxes, casting in

forms, compacting by v ibrator machine and cur ing at least for 28 days,

removing centering-shuttering including cost of water, electricity, testing and

other charges etc. all complete approved and accepted by the Engineer.

(Rate is excluding the cost of reinforcement and i ts fabricat ion, binding,

welding and placing)

Pedestals, column, column capitals, lift walls and walls

i Concrete, Ground floor & below plinth level 160 9,250.00 1,480,000.00

ii Formwork/Shuttering, prop and Necessary supports etc (Steel) 2080 575.00 1,196,000.00

9 Supplying, fabricat ion and fixing to details as per design deformed bar

reinforcement in concrete in accordance with BDS 1313 : 1991 standard

including straightening and cleaning rust, i f any, bending and binding in

posit ion including supply of G.I. wires etc. complete in all respects and

accepted by the Engineer.

Per 100

Kg

780 8,100.00 6,318,000.00

400-grade deformed bar with minimum fy = 400 MPa & tensile strength at

least 460 MPa: up to ground floor

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3Item

No

Description of Item Unit Quantity Unit Rate Total

10 Minimum 12 mm thick cement sand (F.M. 1.2) plasterwith neat cement

finishing to plinth wall (1:4) with cement up to 150 mm below ground level

with neat cement finishing including washing of sand, finishing the edges and

corners and curing at least for 7 days, cost of water, electr icity and other

charges etc. all complete in all respect as per drawing and accepted by the

Engineer.

(Cement: CEM-II/A-M)

Ground floor.

sqm 2750 225.00 618,750.00

11 Minimum 12 mm thick cement sand (F.M. 1.2) plaster (1:4) with fresh

cement to wall both inner-and outer surface, f inishing the corner and edges

including washing of sand cleaning the surface, scaffolding and curing at

least for 7 days, cost of water, electricity and other charges etc. all complete

in all respect as per drawing and accepted by the Engineer.

(Cement: CEM-II/A-M)

Ground floor.

sqm 4880 325.00 1,586,000.00

12 Cement Paint of approved quality and colour delivered from authorized local

agent of the manufacturer in a sealed container, made from water based

powder mixed with water (1:1), applying first coat, curing the same after six

hours for 24 hours, second coat applied and curing the same for 7 (seven)

days etc, taking care and cleaning the surface fully from grease, oily

substances, old paints, l ime wash, fungus, algae etc., sand papering the

surface before applying 1st and 2nd coat, complete inc luding cost of

electricity, water and other changes etc. complete in all floors and accepted

by the Engineer.

sqm. 4880 125.00 610,000.00

13 Supplying, fitting and fixing 12 BWG barbed wire (2 ply, 4 points) in fencing

work @ 150 mm c/c in both horizontally and vertically, supported by 38 x

38 x 6 mm M.S. angle post (300 mm embedded in R.C.C. or in brick work

with a cement concrete base of 75 x 75 x 300 mm) 600 mm vertical and 450

mm inclined or as per requirement @ 2.4 m c/c inc luding straighten ing,

binding the jo ints with 18 BWG wire making holes in the angle etc. in /c

supplying of all necessary materials complete in all respect and accepted by

the Engineer.

(Rate is excluding the cost of R.C.C or brick work or C.C. which is to be paid

as per corresponding items in the schedule)

sqm 1070 850.00 909,500.00

14 sqm. 13.5 7,950.00 107,325.00Supplying, fitting, fixing, and installation of Ordinary type M.S. gate(double leaf)of any design and shape with 38 x 38 x 6 mm M.S. Angleouter frame having 16 mm dia M.S. rod placed vertically @ 75 mm c/c. atbottom part and top part (arrows) and also placed horizontally at bottom forinterconnection of 16 mm dia M.S. rod placed vertically as per design, thetop part covered with 18 BWG M.S. sheet and fixed with 4 Nos. 38 x 6 mmF.I. bars placed diagonally and 4 Nos. 38 x 6 mm F.I. bars placedhorizontally and vertically all passing through the center, providing lockingarrangements on 3 mm thick M.S. plate one for main gate and one forminimum 300 x 1025 mm pocket gate with 38 x 38 x 6 mm M.S. angle and16 mm dia M.S. rod placed vertically @ 75 mm c/c, providing 38 x 38 x 6mm M.S. angle clamps fitted and fixed with the outer frame of the maingate, the clamp being embedded in R.C.C. or R.C.C. core pillar with cementconcrete (1:2:4) in masonry including cutting holes and mending good the

damages, finishing, curing etc. including riveting, welding as and wherenecessary, painting two coats with approved quality of synthetic enamelpaint over a coat of priming of anti-corrosive paint etc. all complete as perdrawing, design and accepted by the Engineer.(Rate is excluding the cost of paint).

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4Item

No

Description of Item Unit Quantity Unit Rate Total

15 Painting to door and window frames and shutters in two coats with approved

best quality and colour ofsynthetic enamel paint delivered from authorized

local agent of the manufacturer in a sealed container, having highly water

resistant, high bondibilty, f lexible, using specific brand thinner applied by

brass/roller/spray over a coat of priming elapsing time for drying including

surface cleaning from dust, oil or dirt, smoothening, finishing and polishing

with sand paper and necessary tools, scaffolding, testing charges etc. all

complete in all floors approved and accepted by the Engineer.

sqm. 30 170.00 5,100.00

Total 20,919,325.00

Inword: BDT. Two crore nine lakh ninteen thousand three hundred &

twenty five only.