Item No.
Description of item of Work Unit Quantity Unit Price Amount (BDT)
A MOBILIZATION
Mobilization and cleaning site before commencing actual physical work and during contract period and
demobilization after completion of the Works under contract accepted by Engineer.
This work shall also covers clayey cleaning and clearing, cutting or filling, dressing the project area on
and in the ground to an extent that all the events of works of the project can be executed smoothly in a
sft 12,071 5.00 60,355
working environment with a particular attention on safety and security in all respects, and to stockpile
the end outcome to a place for disposal agreed by the Engineer, where, payments are to be based on
ground area determined by the Engineer and be proportionate to the percentage progress of work under
1.1 contract as a whole in all respects and approved by the Engineer.
B EXCAVATION, FILLING AND SITE DEVELOPMENT
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, fixing 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, Engineer’s approval shall not relieve the
2 contractor of his responsibilities and obligations under the contract.
Layout and marking for earthwork in excavation in foundation accepted by the Engineer. [Plinth area of
sft 12,071 3.00 36,213
2.1 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 medium
sft 2,547 12.00 30,561
2.2 stiff clayey soil.
C BRICK SOLING, CC, DPC ETC.
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 sft 1,044
3.1 Engineer -in-charge. 80.00 83,532
Supplying and laying of single layer polythene sheet (for deck slab) weighing one kilogram per 6.5
square meter in floor or any where below cement concrete complete in all respect and accepted by the sft 13,115
3.2 Engineer -in-charge. 3.00 39,345
D REINFORCED CEMENT CONCRETE WORK
Reinforced cement concrete works with minimum cement content relates to mix ratio 1:1.5:3 having
minimum f'cr = 38 MPa, satisfying a specified compressive strength f‟c = 28 MPa at 28 days on
standard cylinders as per standard practice of Code ACI/BNBC/ASTM, Cement conforming to BDS EN-
197-1-CEM-I, 52.5N (52.5 MPa) / ASTM-C 150 Type – I, best quality Sylhet sand or coarse sand of
equivalent F.M. 2.2 and 20 mm down well graded stone chips conforming to ASTM C-33, making and
placing shutter in position 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 or mixing in batching plant, casting in forms, compacting by vibrator machine and curing at least
for 28 days, removing centering-shuttering after specified time approved; including cost of water,
electricity, testing charges of materials and cylinders as required, other charges etc. all complete,
approved and accepted by the Engineer-in-charge. (Rate is excluding the cost of reinforcement and its
4 fabrication, placing, binding etc. and the cost of shuttering & centering)
Individual & combined footing, pile cap, raft/mat, floor slab and foundation beam up to
cft 8962 380.00 3,405,500
4.1 plinth level, Pedestals, column, column capital
E FORMWORK (WOODEN)
5 Centering and shuttering, including strutting, propping etc. and removal of form for:
5.1 Individual and combined footings sft 1044 35.00 36,536
5.2 Foundation beam sft 2460 35.00 86,091
5.3 Padestals, column, wall sft 3617 35.00 126,601
5.4 Floor sft 183 35.00 6,402
F REINFORCEMENT
Supplying, fabrication and fixing to detail as per design : ribbed or deformed bar reinforcement for
Reinforced cement concrete, produced and marked in accordance with BDS ISO 6935 - 2: 2006 (or
standard subsequentley released from BSTI) including straightening and cleaning rust, if any, bending
and binding in position with supply of G.I. wires, necessary laboratory tests (excluding splices or laps)
etc. complete in all respect and accepted by the Engineer-in-charge (Measurement shall be recorded
6 only on standard mass per unit length of bars, while dia of bars exceeds its standard.
Grade 400 (RB 400 /RB 400W: complying BDS ISO 6935-2:2006) ribbed or deformed bar produced and
marked according to Bangladesh standard, with minimum yield strength, fy (ReH)= 400 MPa but fy not
exceeding 450 MPa and whatever is the yield strength within allowable limit as per BNBC/ ACI 318, the
kg 23,088 102 2,354,969
ratio of ultimate tensile strength fu to yield strength fy, shall be at least 1.25 and minimum elongation
after fracture and minimum total elongation at maximum force is 16% and 8% respectively : up to
6.1 ground floor.
G DIVISION 04 : BRICK WORKS AND FANCY SCREEN BLOCK WORK
4.5 Exposed brick works (for exterior wall without outside plaster) with automatic machine made 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 lines 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 sft 5648.16 150 847,224
high class flush pointing with cement sand (F.M. 1.2) mortar (1:1) including cost of water, electricity and
other charges etc all complete and accepted by the Engineer -in-charge.
(Cement: CEM-II/A-M). In ground floor
H Steel Portion BOQ
5 Window including grill, thai and glasses sft 770 550 423,500
5.1 Humogeneuous tiles work sft 12200 120 1,464,000
5.2 Door Nos 2 100000 200,000
5.3 Canopy sft 300 400 120,000
9,320,828
772.1718288
434
1206.171829
