Bill of Quantities (BoQ) - RPCL

Part-I : Civil Works

Item No. Description Unit Quantity Rate

(BDT) Amount (BDT)

1 2 3 4 5 6 = 4 x 5

A-1:. Sub-structure (Below Plinth Level)

A-1.1: Excavation, Filling, Site Development

1

Earth work in excavation in all kinds of soil for

foundation trenches including layout, providing center

lines, local bench-mark pillars, levelling, 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 by

using dewatering system etc., stacking, clearing the

excavated earth at a safe distance out of the area

enclosed by the layout etc. all complete as per

specification, drawing and accepted by the Engineer,

subject to submit method statement of carrying out

excavated work to the Engineer for approval. However,

Engineer's approval shall not be relieve the contractor of

his responsibilities and obligations under the contract.

i)

Layout and marking for earthwork in excavation in

foundation as per specification, drawing and accepted by

the Engineer (Plinth area of the structure shall be

considered for measurement).

sqm 950.00

-

ii)

Earthwork in excavation in foundation trenches upto

1.5 m depth and storing of excavated materials at a

suitable location as per direction of the Engineer for

reuse.

cum 469.00

-

2

Earth filling in foundation trenches and plinth in 150

mm layer with earth available within 90 m of the building

site minimum dry density of 90% with optimum moisture

content (Modified proctor test) including carrying

watering, leveling, dressing and compacting to a

specified percentage each layer up to finished level etc.

all complete and accepted by the Engineer.

cum 208.00

-

3 Sand filling in foundation trenches and plinth with sand having F.M. 0.5 to 0.8 in 150mm layers including leveling, watering and compaction to achieve minimum dry density of 90% with optimum moisture content (Modified proctor test) by ramming each layer up to finished level as per design supplied by the design office only etc. all complete and accepted by the Engineer.mplete and accepted by the Engineer.cum 420.00

-

Construction of (3-Storied Cyclone cum Community Building) under Housing-1 of Resettlement work of Land

Acquisition, Land Development and Resettlement for Implementation of Patuakhali 1320 (2 X 660) MW Coal

fired thermal Power plant Project

Bill of Quantities (BoQ)

B2 - 1


(BDT) Amount (BDT)

1 2 3 4 5 6 = 4 x 5

4 Site Development/Improvement by carted/dredged earth or sand (free from any organic, foreign, environmental hazard substances) carried by head or truck or any other meansl in/c cost of cutting/dredging of earth/sand, carrying, placing the earth/sand in the designated area, maintaining slopes, breaking lumps, levelling and dressing in layers up to finished level etc. all complete as per direction and accepted by the engineer in charge.cum 294.00

-

-

A-1.2 Brick Soling, Mass Concrete, Polythene Sheet

5

One layer of brick flat soling in foundation or in floor or

where necessary with 1st class or picked jhama bricks

including preparation of bed and filling the interstices

with local sand, levelling etc. all complete as per

specification, drawing and accepted by the Engineer.

sqm 947.00

-

6

Mass concrete (1:3:6) in foundation or floor with

cement, sand (F.M. 1.2) and picked jhama chips

including breaking chips, screening, mixing, laying,

compacting to levels and curing for at least 7 days

including the supply of water, electricity and other

charges and costs of tools and plants etc. all complete

and accepted by the Engineer.

(Cement: CEM-II/A-M)

cum 30.00

-

7

Supplying and laying of single layer polythene sheet

weighing one kilogram per 6.5 square meter in floor or

any where below cement concrete complete in all

respect and accepted by the Engineer.

sqm 1096.00

-

-

Sub-Total (A-1.1) =

(Carried to Grand Summary)

Sub-Total (A1.2) =


B2 - 2


(BDT) Amount (BDT)

1 2 3 4 5 6 = 4 x 5

A-1.3 Pile Work

8

Pre-cast pile made in reinforced cement concrete with

minimum cement content relates to mix ratio 1:1.5:3

having minimum f'cr = 30 Mpa, and satisfying specified

compressive strength f’c = 25 Mpa at 28 days on

standard cylinders as per standard practice of Code

ACI/BNBC/ASTM & cement conforming to BDS EN-197-

1- CEM1, 52.5N (52.5MPa) / ASTM-C 150 Type – I, best

quality coarse sand (F.M.2.2), 20 mm down well graded

stone chips conforming to ASTM C-33, mixing in

standard mixture machine and fed by standard

measuring boxes, including all related works like cost of

breaking chips, screening through proper sieves,

cleaning and washing, centering and shuttering with M.S

sheet, M.S angle,

F.I bar, nuts and bolts, champering edges if so,

preparation of casting beds, laying polythene there in,

placing reinforcement cages in position, casting,

compacting by vibrators and tapered rods as where

necessary, curing for 28 days etc. cost of water,

electricity and other charges, providing fitting fixing pile

shoe in position as per design and drawing, tools, plants

& equipments, mobilization, demobilization, hire charge

of driving set, labour, test of materials and concrete etc.

all complete as per design, drawing and accepted by the

Engineer. (Rate is excluding the cost of reinforcement

and its fabrication, binding, welding and placing

i)360 mm x 360 mm size pre-cast pile (1:1.5:3) with stone

chipsRm 1659.00 -

ii) Pile shoe as per design and drawing Each 79.00 -

9

Driving 360 mm x 360 mm size pre-cast pile by rig

fitted with automatic diesel operated hammer. Before

commencing driving operation by rig fitted with automatic

diesel operated hammer, Contractor shall submit method

statement for carrying the operation including sequence

of driving to the Engineer for approval. However,

Engineer’s approval shall not relieve the Contractor of

his responsibilities and obligations under contract.

rm 1659.00

-

B2 - 3


(BDT) Amount (BDT)

1 2 3 4 5 6 = 4 x 5

10

Pre-cast spliced pile jointing by supplying, fitting, fixing

prefabricated square shaped two steel caps made up by

6mm thick ASTM A36 complied M.S plate, sides formed

by bent in channel shape to have only two line of joinery

on faces, having min 50 mm dia hole on its web; capping

by min 12 mm thick ASTM A36 complied M.S plate

shaping the edges in 45°, having min 40 mm dia hole at

centre to pass 25 mm M.S bar 433 mm in length; jointed

at channels root by welding; caps fitted with 2 nos BDS

ISO 6935-2009: B420 DWR complied d20 U-bar

1244mm in length by welding, equidistance from centre

holes of cap and shall have min 75 mm clear from pile

faces; and finally, the system be fitted in correct

alignments on pile head positions waiting for concreting;

both the pile heads fitted with the steel caps be welded

together through v-notehes in field, while one of the

companion segment of piles drived in ground and other

one placed over it maintaining true verticality; all

complete as per direction and stepwise approval leading

to final approval of Engineer in charge.

i) X-sec of pre cast pile segments up to : 360mm x 360mm Each 79.00 -

11

Supplying, fabrication and fixing ribbed or deformed

bar reinforcement of required size and length in

concrete of pile in accordance with specification clause

2.6, including straightening the bar, removing rusts,

cleaning , cutting, bending, binding in position with

supply of 22 BWG G.I wire including lapping, welding

and supporting with metal cover made of 20x 3mm F.I

bar welded with main re-bar of pile, hangers etc.

complete including cost of all materials, labour, local

handling, laboratory test, incidental necessary to

complete the work in all respects as per specification,

drawing and direction of the Engineer.

Before commencing of fabrication of re-bar, Contractor

shall submit bar bending schedule to the Engineer for

approval.

i)Grade 400 (RB 400 / 400W: complying BDS ISO 6935-

2:2006) ribbed or deformed bartonne 36.00

-

B2 - 4


(BDT) Amount (BDT)

1 2 3 4 5 6 = 4 x 5

12

Labour for breaking head of hardened cast in situ

bored pile/pre-cast pile up to a required length by any

means but without damaging the rest and removing the

dismantled materials such as concrete to a safe distance

including scraps and cleaning concrete from steel/M.S.

rods, straightening and bending of pile bars, preparation

and making platform where necessary, carrying, all sorts

of handling, stacking the same properly after clearing,

leveling and dressing the situ and clearing the bed etc.

complete in all respects and accepted by the Engineer.

(Measurement will be given for the actual pile head

volume to be broken)

cum 6.00

-

13

Conducting static load test as per ASTM D1143 or

equivalent standard for the cast-in-situ/pre-cast pile

providing required scaffolding, bracing, jacks, pressure

test gauge, loading unloading, Kentledge and other

plants and equipment including staging, mobilization,

demobilization, hire charge, gunny bags, sand and filling

sacs/gunny bags for loading, record readings and

preparation of results in standard forms and other

incidental charges per standard practice and procedures

including submission of load test report, furnishing all

graph and chart etc. complete in all respects approved

and accepted by the Engineer (Minimum two cyclic

loading).

Before commencing load test, Contractor shall submit

method statement for conducting load test to the

Engineer for approval. However, Engineer’s approval

shall not relieve the Contractor of his responsibilities and

obligations under Contract.

i) For pre-cast piles (For 140 tonne load for 1 No. test)per

test1.00 -

- Sub-Total (A1.3) =


B2 - 5


(BDT) Amount (BDT)

1 2 3 4 5 6 = 4 x 5

A-1.4 Reinforced Cement Concrete (RCC) Works

RCC WORKS

(f'c = 32 MPa, minimum f'cr = 40 MPa in nominal mix

1 : 1.25 : 2.5)

With Stone Chips and Admixture (high strength

concrete) using Steel Shutter

14

Reinforced cement concrete works using steel

shutter with minimum cement content relates to mix

ratio 1:1.25:2.5 having minimum f'cr = 40 Mpa, and

satisfying a specified compressive strength f’c = 32 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, with approved high range admixture, best

quality coarse sand [Sylhet sand or coarse sand of

equivalent F.M. 2.2], 20 mm down well graded crushed

stone chips conforming to ASTM C-33,

including breaking chips and screening through proper

sieves, 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 hoper and fed by standard

measuring boxes, casting in forms, compacting by

vibrator machine and curing 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.(Dose of

admixture in the mix to be fixed by mix design)

[Rate is excluding the cost of reinforcement and its

fabrication, binding, welding and placing,

admixture and mix design]

14.1 Individual pile cap

i) Concrete cum 141.00 -

ii)Formwork/shuttering, prop and necessary supports etc.

(steel)Sqm 390.00

-

14.2 Padestals, column, column capitals below plinth

level



(steel)Sqm 212.00

-

14.3 Ground floor beam/Grade beam at plinth level


B2 - 6


(BDT) Amount (BDT)

1 2 3 4 5 6 = 4 x 5


(steel)Sqm 551.00

-

14.4 Ground floor slab at plinth level



(steel)Sqm 30.00

-

15



concrete in accordance with specification clause 2.6,

including straightening the bar, removing rusts, cleaning

, cutting, bending, binding in position with supply of 22

B.W.G G.I wire including lapping, supporting with precast

concrete blocks (1:1), metal chair, hangers etc. complete

including cost of all materials, labour, local handling,

laboratory test, incidental necessary to complete the

work in all respects as per specification, drawing and

direction of the Engineer.



approval.

i) 60-grade ribbed or deformed bar tonne 35.00

-

16

Supplying and mixing specified type chemical

admixture delivered from an authorized local agent or

manufacturer, comply with the ASTM C-494

requirements, confirming the current compliance of the

admixture to specification requirements like physical

properties, uniformity and equivalence in composition

etc., performance (water content, fresh concrete setting

time and compressive strength) requirements, delivered

in sealed water-tight containers having and confirming

plainly marked the proprietary name of the admixture

type under this specification, net weight and /or volume,

manufacturing and expiry date, non aggressiveness to

environment, aggregates and metals in concrete etc. and

mixing the admixture in non pre-stressed cement

concrete mixture in the field under the strict accordance

with manufacturers recommendation and instruction,

providing safety provisions in all respects etc. all

complete as per instruction and approved by the

Engineer.

B2 - 7


(BDT) Amount (BDT)

1 2 3 4 5 6 = 4 x 5

Dose (quantity in milliliters per 50 kg bag cement) and

brand/origin/ manufacturer with respect to particular

brand of cement and particular stock of aggregates and

method of use to be determined by mix design / trial mix

at the cost borne by the Contractor and approved by the

Engineer.

i)

Supply and use of water-reducing high range and

retarding chemical admixture ASTM C-494 Type -G of

approved brand / origin / manufacturer in concrete: The

admixture required to produce concrete of consistency

by 12% or greater (flowing concrete) and for higher

strength of concrete and intend to retard setting time of

concrete.

Liter 332.00

-

-

A-1.5 Brick Work, Plaster and Patent Stone

17

Brick works with first class bricks in cement sand

(F.M. of sand 1.2) mortar (1:6) in foundation and plinth,

filling the joints/interstices fully with mortar, racking out

the joints, cleaning and soaking the bricks at least for 24

hours before use and curing at least for 7 days etc. all

complete including cost of water, electricity and other

charges and accepted by the Engineer.

cum 34.00

-

18

125 mm thick 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,

racking 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 and where necessary

including cost of water, electricity and other charges etc.

all complete as per specification, drawing and accepted

by the Engineer.

Sqm 33.00

-

19

38 mm thick artificial patent stone (1:2:4) flooring with

cement, best quality coarse sand (50% quantity of Sylhet

sand or coarse sand of equivalent F.M. 2.2 and 50%

best local sand of FM 1.2) and 12 mm down well graded

brick chips including breaking chips, screening, laying

the concrete in alternate panels, compacting and

finishing the top with neat cement and curing at least 7

days in all floors including cost of water, electricity and

other charges etc. all complete and accepted by the

Engineer.

i) In ground floor Parking area at plinth level sqm 253.00

-

Sub-Total (A-1.4) =


B2 - 8


(BDT) Amount (BDT)

1 2 3 4 5 6 = 4 x 5

20

Minimum 12 mm thick cement sand (F.M. 1.2) plaster

with 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, electricity and other charges etc. all complete in

all respect as per drawing and accepted by the Engineer.

sqm 122.00

-

-

-

Sub-Total (A-1.5) =


Sub-Structure Total (A-1) =


B2 - 9


(BDT) Amount (BDT)

1 2 3 4 5 6 = 4 x 5

A-2: Super-structure (Above Plinth Level)

A-2.1: Reinforced Cement Concrete (RCC) Works

RCC WORKS


1 : 1.25 : 2.5)

With Stone Chips and Admixture (high strength

concrete) using Steel Shutter

21



ratio 1:1.25:2.5 having minimum f'cr = 40 Mpa, and

satisfying a specified compressive strength f’c = 32 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, with approved high range admixture, best

quality coarse sand [Sylhet sand or coarse sand of

equivalent F.M. 2.2], 20 mm down well graded crushed

stone chips conforming to ASTM C-33,

including breaking chips and screening through proper

sieves, 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 hoper and fed by standard

measuring boxes, casting in forms, compacting by

vibrator machine and curing at least for 28 days,



approved and accepted by the Engineer.(Dose of

admixture in the mix to be fixed by mix design)

[Rate is excluding the cost of reinforcement and its

fabrication, binding, welding and placing,

admixture and mix design]

21.1 Pedestals, column, column capitals above plinth

level

a) In ground floor

i) Concrete cum 37.91

-


(steel)Sqm 288.00

-

b) In 1st floor


-

B2 - 10


(BDT) Amount (BDT)

1 2 3 4 5 6 = 4 x 5


(steel)Sqm 288.00

-

c) In 2nd floor


-


(steel)Sqm 288.00

-

d) In Roof floor


-


(steel)Sqm 72.00

-

21.2 Tee beams, Ell beams and Rectangular beams etc.

a) In ground floor


-


(steel)Sqm 368.00

-

b) In 1st floor


-


(steel)Sqm 368.00

-

c) In 2nd floor


-


(steel)Sqm 368.00

-

d) In Roof floor



(steel)Sqm 63.00

-

21.3 In floor and roof slabs

B2 - 11


(BDT) Amount (BDT)

1 2 3 4 5 6 = 4 x 5

a). In ground floor


-


(steel)Sqm 846.00

-

b). In 1st floor


-


(steel)Sqm 846.00

-

c) In 2nd floor


-


(steel)Sqm 867.00

-

d) In Roof floor


-


(steel)Sqm 62.00

-

B2 - 12


(BDT) Amount (BDT)

1 2 3 4 5 6 = 4 x 5

21.4 Stair case slab, steps and ramp etc.

a) In ground floor


-


(steel)Sqm 110.00

-

b) In 1st floor



(steel)Sqm 50.00

-

c) In 2nd floor


-


(steel)Sqm 50.00

-

RCC WORKS


1 : 2 : 4)

Stone-Chips using Steel Shutter

(100% Sand of F.M. 2.2 )

22



ratio 1:2:4 having minimum f'cr = 27 Mpa, and satisfying

a specified compressive strength f’c = 22 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 well graded stone chips

conforming to ASTM C-33, making, placing shutter in

position and maintaining true to plumb, making shutter

water-tight properly, placing reinforcement in position;

mixing in standard mixer machine with hoper fed by

standard measuring boxes, casting in forms, compacting

by vibrator machine and curing at least for 28 days,



approved and accepted by the Engineer.

(Rate is excluding the cost of reinforcement and its

fabrication, binding, welding and placing)

21.5 Tie beam and lintels

a). In ground floor

B2 - 13


(BDT) Amount (BDT)

1 2 3 4 5 6 = 4 x 5

i) Concrete cum -


(steel)Sqm

-

b). In 1st floor



(steel)Sqm 67.00

-

c) In 2nd floor



(steel)Sqm 67.00

-

d) In Roof floor



(steel)Sqm 16.00

-

21.6

In railing, drop wall, louver, fins, parapet, window sill

& frame etc. including making necessary groove on

concrete surface.

a). In ground floor

i) Concrete cum -


(steel)Sqm

-

b). In 1st floor


-


(steel)Sqm 17.00

-

b) In 2nd floor



(steel)Sqm 47.00

-

21.7 In sunshade, false ceiling and shelve etc.

a) In ground floor

i) Concrete cum -


(steel)Sqm

-

b) In 1st floor


-


(steel)Sqm 14.00

-

c) In 2nd floor

B2 - 14


(BDT) Amount (BDT)

1 2 3 4 5 6 = 4 x 5


-


(steel)Sqm 14.00

-

23

Supplying and mixing specified type chemical

admixture delivered from an authorized local agent or

manufacturer, comply with the ASTM C-494

requirements, confirming the current compliance of the

admixture to specification requirements like physical

properties, uniformity and equivalence in composition

etc., performance (water content, fresh concrete setting

time and compressive strength) requirements, delivered

in sealed water-tight containers having and confirming

plainly marked the proprietary name of the admixture

type under this specification, net weight and /or volume,

manufacturing and expiry date, non aggressiveness to

environment, aggregates and metals in concrete etc. and

mixing the admixture in non pre-stressed cement

concrete mixture in the field under the strict accordance

with manufacturers recommendation and instruction,

providing safety provisions in all respects etc. all

complete as per instruction and approved by the

Engineer.

Dose (quantity in milliliters per 50 kg bag cement) and

brand/origin/ manufacturer with respect to particular

brand of cement and particular stock of aggregates and

method of use to be determined by mix design / trial mix

at the cost borne by the Contractor and approved by the

Engineer.

i)

Supply and use of water-reducing high range and

retarding chemical admixture ASTM C-494 Type -G of

approved brand / origin / manufacturer in concrete: The

admixture required to produce concrete of consistency

by 12% or greater (flowing concrete) and for higher

strength of concrete and intend to retard setting time of

concrete.

Liter 1,470.30

-

24



concrete in accordance with specification clause 2.6,

including straightening the bar, removing rusts, cleaning

, cutting, bending, binding in position with supply of 22

B.W.G G.I wire including lapping, supporting with precast

concrete blocks (1:1), metal chair etc. complete including

cost of all materials, labour, local handling, laboratory

test, incidental necessary to complete the work in all

respects as per specification, drawing and direction of

the Engineer.



approval.

B2 - 15


(BDT) Amount (BDT)

1 2 3 4 5 6 = 4 x 5

i)Grade 400 (RB 400 / 400W: complying BDS ISO 6935-

2:2006) ribbed or deformed bartonne 66.00

-

-

A-2.2: Brick Works,

25

Brick works with first class bricks in cement sand

(F.M. 1.2) mortar (1:4) in exterior walls including

filling the interstices with mortar, raking out joints,

cleaning and socking the bricks at least for 24 hours

before use and washing of sand, necessary scaffolding,

curing at least for 7 days etc. all complete including cost

of water, electricity and other charges (measurement to

given as 250 mm width for one brick length and 375 mm

for one brick and a half brick length) accepted by the

Engineer.

i) In ground floor cum -

ii) In 1st floor cum 27.00 -

iii) In 2nd floor cum 27.00 -

iv) In Roof floor cum 9.00 -

26

125 mm thick 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,

racking 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 and where necessary

including cost of water, electricity and other charges etc.

all complete as per specification, drawing and accepted

by the Engineer.

i) In ground floor sqm -

ii) In 1st floor sqm 345.00

-

iii) In 2nd floor sqm 345.00 -

iv) In Roof floor sqm 177.00

-

-

A-2.3 Cement Plaster works.

Sub-Total (A-2.1) =


Sub-Total (A-2.2) =


B2 - 16


(BDT) Amount (BDT)

1 2 3 4 5 6 = 4 x 5

27

Minimum 12mm thick cement sand (F.M. 1.2) plaster

(1:4) with fresh cement to wall both inner and outer

surfaces, finishing 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 as per specification,

drawing and accepted by the Engineer.

i) In ground floor sqm 336.96

-


-

iii) In 2nd floor sqm 970.00

-


-

28


with neat cement finishing to dado (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,

electricity and other charges etc. all complete in all

respect as per drawing and accepted by the Engineer.

sqm 33.00

-

29


(1:4) with fresh cement to RCC ceiling, columns,

beams, surface of stair case, sunshades, cornices,

railings, drop wall, louvers, parapet, fins and finishing

the corners, grooves 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 as per specification, drawing




-


-


-

B2 - 17


(BDT) Amount (BDT)

1 2 3 4 5 6 = 4 x 5

- Sub-Total (A-2.3) =


B2 - 18


(BDT) Amount (BDT)

1 2 3 4 5 6 = 4 x 5

A-2.4: Patent Stone in floor, Wall Tiles and Floor Tiles

30

38 mm thick artificial patent stone (1:2:4) flooring with

cement, best quality coarse sand (50% quantity of Sylhet

sand or coarse sand of equivalent F.M. 2.2 and 50%

best local sand of FM 1.2) and 12 mm down well graded

brick chips including breaking chips, screening, laying

the concrete in alternate panels, compacting and

finishing the top with neat cement and curing at least 7

days in all floors including cost of water, electricity and

other charges etc. all complete and accepted by the

Engineer.

sqm 73.00

-

31

Supplying, fitting and fixing country made glazed wall

tiles ,irrespective of color &/or design, with on 20 mm

thick cement sand (F.M. 1.2) mortar (1:3) base and

raking out the joints with repective joint filler & binder

including cutting, laying and hire charge of machine and

finishing with care etc. including water, electricity and

other charges complete all respect accepted by the

Engineer.

Coloured glazed wall tiles of different sizes



-


-

32

Supplying, fitting and fixing unglazed homogeneous

floor tiles (local made) with cement sand (F.M. 1.2)

mortar (1:4) base and raking out the joints with white

cement including cutting and laying the tiles in proper

way and finishing with care etc. all complete and

accepted by the Engineer.



-


-

B2 - 19


(BDT) Amount (BDT)

1 2 3 4 5 6 = 4 x 5

33

Supplying, fitting and fixing mirror polished

homogeneous floor tiles (local made) with cement

sand (F.M. 1.2) mortar (1:4) base and raking out the

joints with white cement including cutting and laying the

tiles in proper way and finishing with care etc. all

complete and accepted by the Engineer.

GP (mirror polish) 600x600 mm floor tiles



-


-

34

Supplying, fitting and fixing GP homogeneous stair

tiles (local made) with cement sand (F.M. 1.2) mortar

(1:4) base and raking out the joints with white cement

including cutting and laying the tiles in proper way and

finishing with care etc. all complete and accepted by the

Engineer.

(Cement: CEM-II/A-M)



-


-

-

A-2.5: Door frames, shutter, Metal Works

35

Supplying and making door and window frames

(Chowkat) for all floors with matured natural seasoned

wood of required size including painting two coats of coal

tar to the surface in contact with wall, fitting and fixing in

position etc. complete and accepted by the Engineer

(All sizes of wood are finished).

i) Garjan/ Jam/ Local sal Cum 3.00

-

Sub-Total (A-2.4) =


B2 - 20


(BDT) Amount (BDT)

1 2 3 4 5 6 = 4 x 5

36

Supplying, fitting and fixing 38 mm thick well matured,

natural seasoned (min 10" wide plank) solid wood

single leaf flush door shutter having a frame of top

lock and bottom rail of sections 100 mm x 12 mm styles

100 mm x 38 mm covered with 100 mm x 12 mm plank,

screwed to each face and provided with best quality 4

Nos. 100 mm iron hinges, 2 (two) Nos. best quality 12

mm dia 300 mm and 200 mm long iron tower and socket

bolts, 2 (two) Nos. heavy type nickel plated handles,

hinged cleats, buffer blocks and finished by sand

papering etc. all complete in all floors and accepted by

the Engineer. (All sizes of wood are finished)

i) Gamari Sqm 76.00

-

37

Supplying, fitting and fixing M.S. door shutter made with

38 x 38 x 6mm angle outer frame, inner member 25 x

6mm F.I. bar, cladding with 16 BWG M.S. sheet, hinged

with 50 x 50 x 6mm M.S. angle Chowkat.

Sqm 5.00

-

38

Supplying, fitting and fixing M.S. flat bar clamp 150 x 38

x 6 mm size having bifurcated ends to door and window

frames with rowel plug, necessary screws etc. including

cutting groove in Chowkat if necessary etc. complete in

all respect accepted by the Engineer.

each 216.00

-

39

Supplying, fitting and fixing best quality heavy type 19

mm dia and to 300 mm long brass hasp bolt including

cutting grooves in door shutter and frames, screws etc.

all complete approved and accepted by the Engineer.

each 36.00

-

40Supplying, fitting and fixing Rim/ round door lock

approved and accepted by the Engineer.each 36.00

-

41

Supplying fitting, fixing of uPVC plastic door or window

frame having specific gravity 1.35 - 1.45, and other

physical, chemical, thermal, fire resistivity properties etc.

as per BSTI approved manufacturer standards or ASTM,

BS/ISO/IS standards fitted and fixed in brick wall/ R.C.C

wall with 6 Nos. GI clamp, 4Nos inner joint GI clamp, 2

Nos. outer GI joint clamp, 16 Nos. rivet making

necessary grooves and mending good the damages,

finishing, curing, carriage etc complete in all respect


Rm 60.00

-

B2 - 21


(BDT) Amount (BDT)

1 2 3 4 5 6 = 4 x 5

42

Supplying, fitting, fixing of uPVC hollow or solid plastic

door shutter having specific gravity 1.35 - 1.45,

thickness 1.7 mm-2.2 mm, and other physical, chemical,

thermal, fire resistivity properties etc. as per BSTI

approved manufacturer standards or ASTM, BS/ISO/IS

standards of different sizes fitted fixed with uPVC plastic

door frame weighing 5.82 kg/m2 with at least 3 Nos. SS

hinges by min 64 Nos. Ø 3.17 mm and 3.97 mm 12.7

mm long rivets, 12 Nos. 25.4 mm SS screws, Ø 9.38

mm, 150 mm long SS tower bolts 2 Nos., 146 mm SS

handle by rivet 2 Nos., G.I inner joint 234.95 mm x 127

mm clamp, 76.2 mm x 57.15 mm, 25 mm dia 1 no SS

haspbolt, special type round lock, carrying the same to

the site and local carriage etc. complete in all respect

accepted by the Engineer

Sqm 19.00

-

43

Supplying, fitting and fixing window grills of any

design made of mild steel section (20 x 3 mm) with

outer frame of (25 x 6 mm) F.I. bar fabricating, welding,

cost of electricity, workshop charges, carriage, fixing with

pre-placed clamps in walls or RCC member, all

necessary tools and plants etc complete for all floors and


(Total weight per sqm should be min 15.20 kg. and add

or deduct @ Tk. 35.00 for each kg. excess or less

respectively)

sqm 73.00

-

44

Manufacturing, supplying, fitting and fixing stair railing

of any standard height of any design and shape with

square box (2 Nos. in each tread) made by thorough

welding of 2 Nos. 19 x 19 x 3 mm M.S. angle to provide

hand-rail, engraving each box 150 mm in the concrete by

50 x 50 x 6 mm anchor plate at base welding 38 mm x 6

mm F.I. bar inclined plain with the top of the box to fit in

the grooved wooden rail by necessary screws including

cutting grooves in concrete, mending good the damages

with cement concrete (1:2:4), applying first class polish

to hand rail, 2 (two) coats of synthetic enamel paint of

approved quality over a prime coat etc. finished in all

respect for all floors and accepted by the Engineer.

(Exposed area of railing will be considered for

measurement, rate is excluding cost of hand-rail and

cost of painting).

sqm 27.00

-

45

Supplying, fitting and fixing stainless steel (SS) stair

railing of standard height with 2 mm thick 2.5” dia pipe

for hand-rail as per drawing and accepted by the

Engineer.

Sqm 71.00

-

-

A-2.6: Aluminium sliding door, Sliding window,

Sub-Total (A-2.5) =


B2 - 22


(BDT) Amount (BDT)

1 2 3 4 5 6 = 4 x 5

Supplying, fitting and fixing of Aluminium fixed

composite window as per the U.S. Architectural

Aluminium Manufacturer’s Association (AAMA) standard

specification having 1.2 mm thick outer bottom (size

75.50 mm, 32 mm, 0.695 kg/m), 1.2 mm thick outer top

(size 75.50mm, 26.80 mm, 0.78 kg/m), 1.2 mm thick

shutter top (size 33 mm, 26.80 mm, 0.536 kg/m), 1.25

mm thick shutter bottom (size 60 mm, 24.40 mm, 0.736

kg/m), 1.2 mm thick outer side (size 75.50 mm, 19.90

mm, 0.616 kg/m), 1.2 mm thick sliding fixed side (size 31

mm, 26 mm, 0.422 kg/m), 1.2 mm thick shutter lock (size

49.20 mm, 26.20 mm, 0.661 kg/m), 1.2 mm thick inter

lock (size 34.40 mm, 32.10 mm 0.665 kg/m) 1.2 mm

thick bottom cover (size 37.78 mm, 31.78 mm

46

0.313 kg/m), 1.2 mm thick grouve cover (76.20 mm,

38.10 mm, 0.912 kg/m), 1.2 mm thick grouve cover ( size

57.15 mm, 15.80 mm, 0.452 kg/m) and 1.2 mm thick top

and side (size 76.20 mm, 38.10 mm, 0.3 kg/m) sections

all aluminium members (total weight 12.297 kg) will be

anodized aluminium bronze/silver colour with a coat not

less than 15 micron in thickness and density of 4 mg per

square cm etc. including all accessories like sliding door

key lock, sliding door wheel, sliding door mohiar, sliding

door neoprene, bolts and nuts including sealants,

keeping provision for fitting 5 mm thick glass including

labour charge for fitting of accessories, making grooves

and mending good damages, carriage, and electricity

complete in all respect as per drawing and accepted by

the Engineer.

Silver colour sqm 393.00

-

47

Supplying, fitting and fixing in Aluminium door frames,

windows, partitions and curtain wall distortion free

glass of approved quality and shade including cost of

fitting fixing all necessary accessories etc. complete in all

respect as per drawing and accepted by the Engineer.

i) 5 mm thick clear glass Sqm 393.00

-

B2 - 23


(BDT) Amount (BDT)

1 2 3 4 5 6 = 4 x 5

48

Supplying fitting and fixing of Aluminium fixed louver

as per the U.S. Architectural Aluminium Manufacturer’s

Association (AAMA) standard specification having

1.2mm thick wall frame (size 76.20 mm, 38.10 mm,

0.707 kg/m), 5 mm thick louver section (size 55.02 mm,

37.39 mm, 0.22kg/m) and 2.50 mm thick louver outer

section (size 39.67 mm, 15.06 mm, 0.265 kg/m) and

inner inclined aluminium louver section fixed with above

mentioned frame and all aluminium members (total

weight 7.992 kg) will be anodized to aluminium

bronze/silver colour with a coat not less than 15 micron

in thickness and density of 4 mg per square cm etc.

including all accessories, neoprene, sealant, nuts and

bolts etc. complete in all respect as per drawing and


i) Silver colour Sqm 146.00

-

49

Supplying, fitting and fixing 10mm thick clear glass

partition with 44mm, 44mm, 1.5mm aluminium box,

protector bit (single), protector bit (double) in/c all

accessories etc. all complete and as per drawing and

direction of the Engineer in Charge.

sqm 40.00

-

50

Supplying, fitting and fixing 10mm thick clear tempered

glass door including all accessories 1 set maintenance

auto closed special quality 2 nos clamping device, 1 set

locking device, top hinge and handle etc. complete in all

respect as per drawing and direction of the Engineer in

Charge.

sqm 17.00

-

51

Supplying, fitting and fixing 18 mm thick laminated

tempered glass roofing fitted and fixed on Aluminium

curtain wall sections including sealants and all required

accessories etc. all complete and as per drawing

direction by the architect.

*Powder Coated aluminium frame

sqm 50.00

-

-

A-2.7: Painting Works

52

Plastic emulsion paint of approved best quality and

colour delivered from authorized local agent of the

manufacturer in a sealed container, applying to wall and

ceiling in two coats over a coat of brand specified primer

or sealer elapsing specified time for drying or recoating

including cleaning drying, making free from dirt, grease,

wax, removing all chalked and scaled materials, fungus,

mending good the surface defects, sand papering the

surface and necessary scaffolding, spreading by brush/

roller/spray etc. all complete in all floors accepted by the

Engineer.

sqm 4478.00

-

Sub-Total (A-2.6) =


B2 - 24


(BDT) Amount (BDT)

1 2 3 4 5 6 = 4 x 5

53

On exterior surface applying as per manufacturer

instructions 3 coat of weather coat of approved quality

and colour delivered from authorized local agent of the

manufacturer in a sealed container complete in all

respect in all floors and accepted by the Engineer.

sqm 1599.00

-

54

Painting to door and window frames and shutters in two

coats with approved best quality and colour of synthetic

enamel paint delivered from authorized local agent of

the manufacturer in a sealed container, having highly

water resistant, high bondibilty, flexible, 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


sqm 109.00

-

55

French polishing to door and window frames and

shutters three coats over a coat of priming including

putty, cleaning finishing and polishing with sand paper

etc. all complete in all floors accepted by the Engineer.

sqm 171.00

-

- Sub-Total (A-2.7) =


B2 - 25


(BDT) Amount (BDT)

1 2 3 4 5 6 = 4 x 5

A-2.8: Lime Terracing

56

Average 100 mm thick finished lime terracing with 20

mm down graded first class brick chips (Khoa), surki

from 1st class bricks and lime (stone lime brought at site,

not being powdered in open air and to be slaked in

presence of engineer-in-charge and to be measured in

volume three days after slaking for using in the mix) in

the proportion 7:2:2 (brick chips : surki : lime) including

preparation of the mix on the ground by making a

suitable platform under proper polythene cover. Cutting

the mix twice daily with limewater (1:10) at least for 7

days until the mix attain desirable consistency. Laying

the mix in proper slope, beating the same with standard

‘koppa’ for minimum 7 days to gain maximum

consolidation, making ghoondy and neat finishing with

lime Surki mortar (1:2) and curing for 21 days providing

polythene cover after each day work and cleaning etc.

complete in all respect accepted by the Engineer.

sqm 82.00

-

-

TOTAL for Bill No. 2 -

In

Word

Sub-Total (A-2.8) =


Grand Total (A-2) =


B2 - 26

SL No. Description Unit Quantity Unit Rate

(BDT)

Total Amount

(BDT)

1 2 3 4 5 6 = 4 x 5

2.1

Supplying, fitting and fixing Bangladesh pattern, 570

x 445 x 290 mm long pan with foot-rest, approx. 12

kg by weight, made of Vitreous China and preparing

the base of pan with cement mortar (1:4) and with

wire mesh or rods, if necessary in all floors including

making holes wherever required and mending good

the damages and fitting, fixing, finishing etc.

complete with all necessary fittings and connection

approved and accepted by the Engineer. White Each 8

2.2Supplying, fitting and fixing plastic low-down

including all fittings and accessories Each 8

2.3

Supplying, fitting and fixing white glazed vitreous

W/H Wash Basin 580 x 445 x 235 mm size,

approx. 14 kg by weight including fitting, fixing the

same in position with heavy type C.I. Brackets. 30

mm dia PVC waste water pipe with brass coupling

(not exceeding 750 mm in length), basin waste with

chain plug including making holes in walls and floors

and fitting with wooden blocks, screws and mending

good the damages, finishing etc. all complete


white Each 8

2.4

Supplying, fitting and fixing 490 x 385 x 290 mm in

size European type glazed vitreous standing bowl

urinal, approx. 8.0 kg by weight including fitting,

fixing the same in position after making holes in

walls and floors, providing 32 mm dia plastic waste

pipe with brass coupling up to grading below, 12 mm

dia plastic connection pipe with brass coupling, 12

mm dia brass stop cock including mending good the

damages with cement mortar (1:4) etc. all complete

approved and accepted by the Engineer.white Each 4

Construction of (2-Storied Community Building) under package no WD5 (Resettlement

work) of “Land Acquisition, Land Development and Resettlement for Implementation of

Patuakhali 1320 (2 X 660) MW Coal fired thermal Power plant Project”


Part II :- Plumbing and Sanitary Work

B3 P-1


(BDT)

Total Amount

(BDT)

1 2 3 4 5 6 = 4 x 5

2.5

Supplying, fitting and fixing toilet paper holder of

150 x 150 x 126 mm size including making holes in

walls and mending good the damages with cement

mortar (1:4) etc. all complete approved and accepted

by the Engineer. Each 8

2.6

Supplying, fitting and fixing toilet paper holder of

150 x 150 x 126 mm size including making holes in

walls and mending good the damages with cement

mortar (1:4) etc. all complete approved and accepted

by the Engineer. Each 8

2.7

Supplying, fitting and fixing standard size soap tray

including making holes in walls and mending good

the damages with cement mortar (1:4) etc. all

complete approved and accepted by the Engineer.

2.7.1 C.P. soap tray Each 8

2.8

Supplying, fitting and fixing 125 mm dia stainless

steel floor grating in traps or in drains including

making holes in walls/floors and mending good the

damages with cement mortar (1:4) etc. all complete

approved and accepted by the Engineer. Each 12

2.9

Supplying 100 mm inside diameter best quality

uPVC rain water down pipe fitting, fixed in position

with head and shoes, bends, min.20 mm width F.I.

Bar clamp and nails, and including all accessories

such as round grating/domed roof grating bands,

sockets approved and accepted by the Engineer. rm 50

2.10






sockets approved and accepted by the Engineer. rm 70

2.11






sockets approved and accepted by the Engineer.

2.11.1Minimum inner dia 38mm and minimum wall

thickness 2.2mm rm 10.00

B3 P-2


(BDT)

Total Amount

(BDT)

1 2 3 4 5 6 = 4 x 5

2.12

Supplying 100 mm inside dia best quality uPVC

soil, waste and ventilation pipe having specific

gravity 1.35-1.45, wall thickness 3.4- 4.0 mm, and

other physical, chemical, thermal, fire resistivity

properties etc. as per BSTI approved manufacturer

standards or ASTM, BS/ISO/IS standards fitted and

fixed in position with sockets, bends, with all

accessories such as Round grating/domed roof

grating bands, sockets etc. approved and accepted

by the Engineer (length: 6000 mm each). rm 70.00

2.13

Supplying 150 mm inside dia best quality uPVC

soil, waste and ventilation pipe having specific

gravity 1.35 - 1.45, wall thickness 4.5 mm - 5.2 mm,

and other physical, chemical, thermal, fire resistivity

properties etc. as per BSTI approved manufacturer

standards or ASTM, BS/ISO/IS standards fitted and

fixed in position with sockets, bends, with all

accessories such as Round grating/domed roof

grating bands, sockets etc. approved and accepted

by the Engineer (length: 6000 mm each). rm 10.00

2.14

Supplying, fitting and fixing G.I. pipe with all special

fittings, such as bends, elbows, sockets, reducing

sockets, Tee, unions, jam-nuts etc. including cutting

trenches where necessary and fitting the same with

earth duly rammed and fixing in walls with holder

bats and making hole in floors, walls and consequent

mending good the damages etc. all complete in all

respects approved and accepted by the Engineer.

2.14.1 12.5 mm dia G.I. pipe with wall thickness 3.25 mm rm 30.00

2.14.2 20 mm dia G.I. Pipe with wall thickness 3.25 mm rm 20.00





2.15Supplying, fitting and fixing approved quality G.I.

gate valve with sealant etc. complete approved and


2.15.1 25 mm brass gate valve Each 4



B3 P-3


(BDT)

Total Amount

(BDT)

1 2 3 4 5 6 = 4 x 5

2.16Supplying, fitting G.I. Union with sealant etc.

complete in all respects approved and accepted by

the Engineer.

2.16.1 25 mm G.I. Union Each 4



2.17

Supplying different inside dia best quality uPVC

pressure waste pipe having specific gravity 1.35 -

1.45, wall thickness 2.7 mm - 3.4 mm, and other

physical, chemical, thermal, fire resistivity properties

etc. as per BSTI approved manufacturer standards

or ASTM, BS/ISO/IS standards, fitted and fixed in

position with sockets, bends, with all accessories

such as Round grating/domed roof grating bands,

sockets etc. complete approved and accepted by the

Engineer.

2.17.1 100 mm dia uPVC ‘P’ or ‘S’ trap Each 12

2.18 Supplying, fitting and fixing best quality faucets etc.

complete approved and accepted by the Engineer

2.18.1 12 mm CP bib cock Each 8

2.19

Supplying, fitting and fixing Special/Fancy quality

C.P. concealed/ surface stop cock with all

necessary hardware and consumables approved


2.19.1 Angle Stop cock concealed (general) Each 20

2.20

Construction of masonry inspection pits up to a

depth of 700 mm with 250 mm thick brick work in

cement mortar (1:4) including 100 mm thick R.C.C.

top slab (1:2:4) with 1% reinforcement, man-hole

cover with locking arrangement including necessary

earth work, side filling and one brick flat soling. 75

mm thick (1:3:6) base concrete for making invert

channel and 12 mm thick (1:2) cement plaster with

neat finishing etc. all complete approved and


2.20.1

Clear 450 x 450 mm and depth 450 to 600 mm,

average 525 mm for single 150 mm dia R.C.C. pipes

and 400 mm PVC pipe with pit cover and 450 mm

dia C.I. man-hole cover. Each 2

B3 P-4


(BDT)

Total Amount

(BDT)

1 2 3 4 5 6 = 4 x 5

2.21Supplying, fitting and fixing 12 mm dia, 450 mm long

Plastic flexible lead (connection) pipe approved and

accepted by the Engineer. Each 16

2.22

Supplying, manufacturing , fitting and fixing of

heavy type grating for drainage pit (300 mm x 300

mm) with 20 mm x 5 mm in our direction as per

drawing including all cost of charges for welding,

clamps, all other mending in R.C.C wall and R.C.C

works and mecessnery fitting with C.C (1:2:4) and

mending good the damages including all cost of

carriage, workshop charges, prime cost & synthetic

enamel paint, elctricity, laboure, fixing, curing etc all

complete and accepted by the Engineer. Each 38

2.23

Providing following capacity 2800 - 2900 RPM single

stage Centrifugal water pump manufactured

according to DIN/NEMA/IEC/BS/VDE/JIS & ISO

9001 standard complete with steel base plate frame,

coupling flange with gaskets, bolts, nuts & standard,

accessories etc. or closed coupled as required

coupled with 3-phase, 400 volt ± 5 %, 50 Hz 2900

RPM Horizontal motor having six terminals for star-

delta or DOL starting & totally enclosed fan cooled &

in built thermal protection, Insulation: Class F &

Protection: IP44(Minimum) manufactured by CE

certified/UL listed countries as per sample

accepted/approved by the Engineer.

Head :38-22 meterDischarge :30-120 litre/min.HP : 1.5

Suction and delivery 32mm x 25mm

(1 Working + 1 Stand by ) Set 2

Total Amount=

In

words

B3 P-5

Part-III.A: Electrical-(Internal)

Item No. Description Unit Quantity Unit Rate

(BDT) Total Amount (BDT)

1 2 3 4 5 6 = 4 x 5

1 CONCEALED POINT WIRING

Concealed conduit wiring for following point looping

at the switch board with earth terminal, including

circuit wiring with IC-2x1.5 sq.mm PVC insulated

cable (BYA) & 1.5 sq.mm PVC insulated green/white

coloured ECC wire (BYA) through PVC conduit of

reputed manufacturer) of minimum 25 mm dia & 1.5

mm wall thickness complete with 18 SWG GP sheet,

pull box with 3mm thick ebonite sheet cover, ceiling

rose, fixing materials etc.(without switch &

switchboard) as required including mending the

damages good. All electrical contacts shall be of

brass/copper connected through connector or

soldering ( no twisting shall be allowed) and cables

shall be manufactured and tested according to

relavent IEC/BDS/BS/VDE standards and as per

detailed specification mentioned in Annexure-A. The

work shall be carried out as per

direction/approval/acceptance of the Engineer.

Cables manufactured by Paradise / BRB or any

other company(s) having valid test certificate from

Internationally accredited Laboratory


1.1 Light/Exhaust fan point point 339

1.2 Fan point point 96

2 CONCEALED CONDUIT WIRING


Construction of (2-Storied Community Building) under Housing-1 (Resettlement work) of “Land Acquisition, Land

Development and Resettlement for Implementation of Patuakhali 1320 (2 X 660) MW Coal fired thermal Power

plant Project”

E-1




1 2 3 4 5 6 = 4 x 5




plant Project”

2.1 Concealed conduit wiring with the following PVC

insulated stranded cable (BYA) & PVC insulated

green/white coloured ECC wire (BYA) through PVC

conduit of reputed manufacturer) complete with 18

SWG GP sheet pull box with 3mm thick ebonite

sheet cover, fixing materials, other accessories etc.

as required including mending the damages good.

All electrical contacts shall be of brass/copper

connected through connector or soldering ( no

twisting shall be allowed) and cables shall be

manufactured and tested according to relavent

IEC/BDS/BS/VDE standards and as per detailed

specification mentioned in Annexure-A. The work

shall be carried out as per

direction/approval/acceptance of the

Engineer.Cables manufactured by Paradise / BRB

or any other company(s) having valid test certificate

Laboratory accepted/approved by the Engineer. from

Internationally accredited

2.1.1 1C-2 x 2.5 sq.mm (BYA-rm) cable with 2.5 sq.mm

(BYA, rm-green colour) ECC wire through PVC pipe

of minimum inner dia 20 mm having minimum wall

thickness 1.5 mm

meter 3000

2.1.2 1C-2 x 4.0 sq.mm (BYA-rm) cable with 4.0 sq.mm



thickness 1.5 mm meter 200

2.1.3 1C-4 x 4.0 sq.mm (NYY-rm) cable with 4.0 sq.mm



thickness 1.5 mm meter 880

3 PVC CONDUIT WORKS

E-2




1 2 3 4 5 6 = 4 x 5




plant Project”

Providing & laying of following PVC pipe (Lira brand

or equivalent product of other reputed manufacturer)

embedded in wall/column/ceiling/floor etc. with all

accessories, 18 SWG G.P sheet pull box with 3 mm

thick ebonite sheet cover, fixing materials etc. as

required including mending the damages good.

3.1 20mm inner dia and min. wall thickness 1.5mmmeter 2000

3.2 25mm inner dia and min. wall thickness 1.5mmmeter 400

4 UNDERGROUND CABLE WORKS

Providing & laying of the following PVC insulated &

PVC sheathed cable (NYY) with PVC insulated

green/white coloured ECC wire (BYA) connecting at

both ends, through PVC pipe & accessories in the

following manner: All electrical contacts shall be of

brass/copper connected through connector or

soldering ( no twisting shall be allowed) and cables

shall be manufactured and tested according to

relavent IEC/BDS/ BS/ VDE standards and as per

detailed specification mentioned in Annexure-A. The

work shall be carried out as per

direction/approval/acceptance of the Engineer.

(i) In kutcha ground by cutting 45.70 cm width x

91.40 cm depth trench with necessary brick or tile

protection and mending the damages good by

refilling trench with proper compaction.

(ii) In pucca floor through PVC pipe by cutting trench

of necessary size and mending the damages good

by brick soling, 75 mm (1:2:4) CC work with neat

cement finishing etc.

E-3




1 2 3 4 5 6 = 4 x 5




plant Project”

Cables manufactured by Paradise / BRB or any

other company(s) having valid test certificate from

Internationally accredited Laboratory


4.1 1C-4x 6 sq.mm (NYY) with 6 sq.mm (BYA) ECC wire

through PVC pipe of minimum inner dia 40 mm

having wall thickness of 1.9 mm.

(i) In katcha groundMeter 20

(ii) In pucca ground

Meter 10

5 SOCKET OUTLETS

5.1 Providing & fixing 250 volt, single phase, 3-pin, 13

amps. Combined switch socket outlet (concealed

type) manufactured and tested in accordance with

relevant IEC/ VDE/NEMA/BS/JIS standards.mounted

on required size 18 SWG galvanized plain sheet

board of 76.2 mm. (3") depth. (Type Q).

each 70

Socket Outlets of MK / MEM / HAGER / Legrand /

Schneider / ABB or equivalent brand


5.2 Providing & fixing 250 volt, single phase, 3-pin, 15

amps. Combined switch socket outlet (concealed

type) manufactured and tested in accordance with

relevant IEC/ VDE/NEMA/BS/JIS standards.mounted

on required size 18 SWG galvanized plain sheet

board of 76.2 mm. (3") depth. (Type-T).

each 4

Socket Outlets of MK//MEM/HAGER/ Legrand/

Schneider/ABB or equivalent brand


E-4




1 2 3 4 5 6 = 4 x 5




plant Project”

6 GANG SWITCH

Providing & fixing 250 volts. 5/6 amps. (minimum)

concealed type following switch / switch socket

manufactured and tested in accordance with relevant

IEC/ VDE/NEMA/BS/JIS standards mounted on

required size 18 SWG galvanized plain sheet board

of 76.2 mm (3") depth. All electrical contacts shall be

of brass/copper

Gang Switch of MK/MEM/ Legrand/ Schneider/ABB

or equivalent brand accepted/approved by the

Engineer.

6.1 One gang switch

each 25

6.2 Two gang switcheach 60

6.3 Three gang switch

each 56

6.4 One gang switch & one 5 amps. 2-pin socket

combined. (Type P). each 45

7 FAN

7.1 FAN CLAMP

each 96

7.1.1 CEILING FAN

E-5




1 2 3 4 5 6 = 4 x 5




plant Project”

Supplying & fixing AC capacitor type ceiling fan

(without regulator) of following specifications and

sizes complete with minimum 305 mm. (1 ft) long

down rod, blades, capacitor canopy, etc. connecting

PVC wire complete as required (Including fan clamp

if needed) .

Rated voltage : 220 volts

Rated frequency : 50 Hz

Rated speed : 300 rpm ± 10 %

Service Value : Minimum 2.80 m3/ min/watt

Temperatur Rise : Maximum 70ºC

Class of Insulation : Class-E

1422.4 mm. (56") Sweep SEC Gold /BRB Lovely

/Superstar peimium /Jamuna SuperDeluxe or

equivalent brand accepted/approved by the

Engineer.-Charge.

Input Power : Max 70 watt

each 96

7.1.2 EXHAUST FAN

Providing and fixing of following axial flow A.C

capacitor type wall mounted exhaust fan complete

with blade, steel frame standard wall louver shutter,

PVC insulated connecting wire etc complete as

required including cutting wall and mending good the

damages as per direction of the Engineer.

8" Exhaust fan plastic body (Foreign made

accepted/approved by the Engineer.) each 4

8 LIGHT FITTINGS

Supply & complete installation of light fixture of

following types complete with lamp of approved type,

electronic control gear, earthing block and all other

accessories as per specification, drawing and

direction of the Engineer-in-Charge.

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8.1 Providing & fixing the Fancy single bracket light

fitting of following manufacturers (as per picture

No.2.2 ) consisting of designed & colored

semicircular glass shade of 150 mm dia, minimum

total height of fitting 250mm, oxidized or chromium

plated or golden decorative and designed brass

bracket with carrier, brass holder, earth terminal,

necessary wiring with 2 x 0.4 sq.mm stranded PVC

insulated flexible FRcable etc. complete (except

lamp) of following model & as per sample

accepted/approved by the Engineer. Gloria cat No.

GWB-1481-1893 or Shwash cat No.-SCS-173-

D7768 or Asha cat No. ACSBS-422-2595 or

equiivalent product.(Type-B)

each 4

8.2 Providing & fixing the 1 x 4' x 40 watt fluorescent

tube light fitting of following manufacturers (as per

picture No. 12.1) consisting of powder coated 22

SWG sheet steet frame of min. length 1226mm &

breadth 60mm, superior quality electronic ballast

with one year guarantee, holder, necessary wiring

with 2 x 0.4 sq mm PVC insulated (stranded) flexible

FR wire, earth terminal etc. complete (except lamp)

of following model & as per sample

accepted/approved by the Engineer. Gloria cat No.

GTF- 751 x 1x 40 watt or equivalent product (Type-

C)

each 166

Surface type LED light fixture inside toilet similar to

Gloria model LT8-2-10-AF/LT5-2-14-AF with 9W

LED lamp or approved equivalent (Type-tl)each 30

LED Down light fitting similar to Gloria Model GCDL

309 with 10W LED lamp or approved equivalent

(Type-A)each 40

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Supply and installation of security light fitting similar

to Gloria model GLST 1201 with 80W LED lamp or

approved equivalent. The rate includes 7500mm

height 4" dia G.I. pole, pole foundation and pole

accessories (Type-SL)

each 25

Surface Mounted 300mm X 300mm 18W LED Panel

Light Similar to Gloria model GPL701-24 or

Approved equvalent from other manufacturer (Type-

B)

each 60

8.3 Providing & fixing of 1 x 4' x 40 watt fluorescent tube

light fitting of the following manufacturers consisting

of designed acrylic sheet cover, superior quality

ballast, starter, holder, 22 SWG sheet steel powder

coated base, necessary wiring with 2 X 0.4 sq mm

PVC insulated (stranded) flexible wire, earth terminal

etc. complete (except lamp) of following model & as

per sample approved by the Engineer-in-

charge.Gloria cat No.GTF-755x1x40 watt or

equivalent product (Type-TA)

each 0

8.3.1 Providing & fixing round fluorescent tube light

fitting of the following manufacturers consisting of

powder coated aluminium carrier, acrylic semicircular

cover, holder, ballast, starter, earth terminal,


insulated flexible cable etc. complete (except lamp)

of following model & as per sample approved by the

Engineer-in-charge. Gloria cat No.GCF 801 1x22watt

(Type-TL)

each 0

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8.4 Providing and fixing the Bath-room light fitting of

following manufacturers (as per picture No. 4.1)

consisting of oxidized / chromium plated / golden

polished brass frame with carrier, cylindrical type

glass shade of minimum dia 78mm ( minimum total

length of fitting 325mm), brass holder, earth terminal,


insulated flexible FRcable etc. complete (except

lamp) of following model & as per sample

accepted/approved by the Engineer.Gloria cat No.

GBB-955-1802- CR/BR or equivalent product (Type-

BH)

each 16

9 DISTRIBUTIONBOARD,MCB/MCCB

9.1 Providing & fixing 250V/415V, 50 Hz grade following

concealed type Distribution board made of 18-SWG 9.1.1 16-ways TPN&E DB

set 2

9.1.1 24-ways TPN&E DB/MDB

set 17

9.4 CIRCUIT BREAKER

9.4.1 SP MCB

Providing & fixing on a prepared board 250 volt

grade following single pole miniature circuit Breaker

(SP MCBS) having minimum breaking capacity 6-KA

with thermal over-current and instantaneous

electromagnetic short circuit release provision.

SP MCBS of DORMAN SMITH / MEM /

SIEMENS/Schneider or equivalent brand


9.4.1.1 10A-32A SP MCB

each 83

9.4.1.2 40A TP MCCBeach 8

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9.4.1.3 63A TP MCCB

each 2

9.4.1.4 800A TP MCCB

each 2

9.4.1.5 100A TP MCCB

each 2

9.5 TELEPHONE SYSTEM

Supply & installation of concealed combined

telephone outlets of MK/MEM/Legrand/

Schneider/ABB or approved equivalent complete

with 16 SWG sheet steel box and with plug as per

specification & direction of the Engineer-in-Charge.

i) Telephone outlet

each 17

9.5.1 Supply and installation of followings telephone

distibution board made of epoxy powder coated 16

SWG sheet steel complete with required number of

solderless, nonscrew type conectors suitable for

termination / disconnection of cable by using

insertion / disconnection tool, complete with, lock &

handle for the box, as per specification and direction

of the Engineer.

9.5.1.1 10+20 pair connectors (MDF) complete with 1 set of

insertion /disconnection tool & test cords. each 1

9.5.1.2 10 pair connectors (TDB)

each 4

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9.5.2 Supply and installation including termination of

PE/PVC insulated and PVC sheathed telephone

cables of M/S BRB/Paradise/Poly/Citizen/

Supersign/BBS Cables Ltd of following sizes in pre-

laid pipe or on ladder/tray using approval type nut,

bolts, tie etc. as required and as per specification,

drawing and direction of the Engineer. The cable

shall meet the requirement/have approval of BTTB.

9.5.2.1 2 pair cable

meter 400

9.5.2.2 10 pair cable

meter 30

9.5.3 Supply, installation, testing and commissioning of

approved type armoured under ground telephone

distribution multicore cable of M/S BRB/Supersign

Cables Ltd including underground PVC pipe with

necessary trench cutting, back filling with proper

compaction, brick or tile protection. The rate also

includes necessary G.I. pipe for road crossing etc.

where required and mending the damages good and

as per direction of the Engineer in charge.

9.5.3.1 10 pair cable (Main incoming cable)

meter 50

10 PABX/INTERCOM

Supply and installation of PABX (intercom) system

for 8+32 lines including wall mounting type telephone

hand sets and voltage stabilizer cum UPS and

accessories as required.

Set 1

11 AUDIO PAGING SYSTEM

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Supply, installation, testing and commissioning of the

following audio paging system from

TOA/BOSCH/Siemens brand or aproved equivalent

from countries like EU countries/USA/Japan/Canada

complete with all accessories as per drawing,

schedule, specification and direction of the Engineer-

in-charge.

Microphone

Supply installation, testing and commissioning of low

impedance omnidirectional suitable for audio paging

flexible swan neck microphone with stable base as

per specification, drawing and direction of the

Engineer-in-charge, complete with 5-8 meter

microphone cable, XLR male connector etc. with call

sign music.

each 1

Speakers

Supply, installation, testing and commissioning of

following types speakers as per specification,

drawing and direcion of the Engineer-in-charge.

6 watt, ceiling flash loud speaker

each 9

10 watt column/wall loud speaker

each 3

Audio paging control panel

Supply, installation (including earthing) testing and

commissioning of audio paging control panel

complete with amplifier (total capacity 240W), 4 zone

selection switch, audio player, radio tuner etc. as per

specification, drawing & direction of the Engineer-in-

charge.

Lot 1

Audio paging wiring

Providing and fixing of following types of cables for

audio paging in pre-installed conduit or cable

tray/ladder as per drawing and direction of the

Engineer-in-charge. The rate includes approved type

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Twin core screened PVC sheathed microphone

cable of Japan / UK / USA / Germany / Holland

origin, complete with XLR male & femal connector

and other accessories.

meter 40

Twisted twin core shielded cable of the following

sizes for speaker wiring complete with terminations 14 AWGmeter 100

16 AWGmeter 480

DISH ANTENNA SYSTEM

Main Distribution wiring from Dish Antenna junction

box (TV-JB) at ground/basement floor of the building By cable RG-11 of approved brand

meter 100

Dish Antenna Point wiring

Dish Antena outlet wiring from dish antenna

distribution board/junction box (DDB) to each Dish

Antenna outlet in every floor by RG-6, through pre-

laid PVC conduit (max. 3 cables in one 19 mm dia

conduit) and all other acessories as per design,

specification and direction of the Engineer.

meter 250

Dish Antenna Distribution Board/Junction box (DDB)

:

Supply and installation of Dish Antenna distribution

board or junction box made of 18 SWG sheet epoxy

polyster powder finish with necessary foreign made

splitter/tap-off splitter, amplifier where required to

make minimum loss and all other accessories as

required as per design, specification & direction of

the Engineer.

300mmx350mmx100mm

each 2

Dish Antenna Outlet:

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Supply & installation of Dish antenna outlet of MK /

MEM / Legrand / Schneider / ABB or approved

equivalent complete with 16 SWG sheet steel box

and with plug and as per direction of the Engineer-in-

Charge.

Single Dish antenna outlet

each 5

12 LIGHTNING PROTECTION & EARTHING SYSTEM

12.1 Providing & fixing 25.4 mm. (1") dia 457 mm. (1.5 ft)

long solid copper rod with sharp top end for arresting

lightning securedly bonded with 6.6 mm. thick 150

mm. X 150 mm. Copper base plate to be recessed in

wall complete with nuts, bolts, CC work etc.

each 15

12.2 Supply & installation of 20mm x 3mm roof conductor

complete with necessary hole making connecting to

brass plate base of air terminal and fixing on the top

of the parapet wall as per drawing & direction of the

Engineer.

meter 200

12.3 Supply & installation of 2 SWG copper wire down

conductor through pre-laid pipe and making

necessary connection at test point box, air terminal,

earthing electrode in inspection pit as per

specification, drawing & direction of the Engineer.

meter 220

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12.4 Supply & installation of test point box of size 225mm

x 125mm x 100mm made of sheet steel of 16 SWG

having copper bar of size 115mm x 38mm x 6mm as

per specification, drawing & direction of the

sets 4

12.5 Earthing the electrical installation with 38.10 mm

(1.5") dia G.I. pipe (earth electrode) having 6.35 mm

dia holes across the dia at 305 mm interval

securedly bonded with 2 SWG HDBC earth lead with

washer, nuts, bolts etc. sunk upto undermentioned

depth and protection of earth lead by 20mm mm

3/4") dia G.I. pipe upto plinth level run at a depth of

609.6 mm (2 ft.) below G.L. upto main board to be

earthed including necessary connecting copper

sockets, bolts, nuts including additional vertical run

of 20 mm dia G.I. pipe upto G.L. from 609.6 mm (2')

depth with blind socket for water pouring facility etc.

complete for maintaining earth resistance less than 1

ohm.

12.5.1 Depth of bottom of main electrode at 31242 mm.

(102.5 ft) from GL & length of electrode 30480 mm.

(100 ft).

sets 1

12.5.2 Depth of bottom of main electrode at 19050 mm.

(62.5 ft) from GL & length of electrode 18288 mm.

(60 ft).

sets 4

12.5.3 Providing and drawing No.2 SWG HDBC wire

through 20mm (3/4") dia G.I. pipe including fitting,

fixing the G.I. pipe in wall or column complete as

required.

meter 120

12.5.4 Construction of earth inspection pit inside

measurement 600mm x600mm with 250mm thick

brick in cement morter (1:4) with 100mm thick RCC

top slab (1:2:4) with 1% re-inforcement 450mm dia

water sealed CI man hole cover with locking

arrangement including necessary earth works,site

filling and one brick flat soling 75mm thick (1:3:6)

base concereate for making inlet channel & 12mm

thick (1:2) cement plaster with neat finishing etc. all

complete up to a depth of 0.75 meter.

sets 5

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13 L.T SWITCHGEAR


sheet steel clad (16 SWG) powder coated, dust and

vermin proof, free-standing, floor mounting type

415V, 50 Hz, indoor type low tension switchgear with

necessary painting having hard drawn electrolytic

copper busbars of rating mentioned against each

switchgear and comprising of the following

components manufactured and tested in USA

/JAPAN/EU countries, assembled in Bangladesh, in

accordance with NEMA/IEC/VDE/BS/JIS standards:-

13.1 LT PANEL

INCOMING :

1 Set - 415V, 800A, TP&NE hard drawn electrolytic

copper busbar.

1 No. - 415V, 500A (65KA), adjustable type

TPMCCB for main control with thermal overload &

instantaneous electro-magnetic short circuit release.

3 Nos - 415V, 800/5 ratio current transformer with

suitable accuracy & burden.

OUTGOING :

1 No. - 415V, 100A (25KA) adjustable type TPMCCB

with thermal overload & instantaneous electro-

magnetic short circuit release (for PFI control).

1 Nos. - 415V, 80A (25KA) adjustable type TPMCCB


magnetic short circuit release.

2 Nos. - 415V, 63A (16KA) adjustable type TPMCCB



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4 No. - 415V, 40A (16KA) adjustable type TPMCCB



3 No.- 415V, 32A (16KA) adjustable type TPMCCB



Assembled by the valid ISO-9001 certified

company having test certificate according to

relevant IEC standards from BUET/ CUET/ DUET/

KUET/ RUET.

Each 1

14 EL.T SWITCHGEAR


sheet steel clad (16 SWG) powder coated, dust and 14.1 ELT PANEL

INCOMING :

1 Set - 415V, 300 amp. TP&NE hard drawn

electrolytic copper busbar.

1 No. - 415V, 200 Amps (35KA), adjustable type


instantaneous electro-magnetic short circuit release.

3 Nos. - 415V, 200/5 ratio current transformer with

suitable accuracy & burden.

OUTGOING :

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8 No.-415V, 40 Amps (16KA), adjustable type


instantaneous electro-magnetic short circuit release

(for PFI control).

2 Nos.-415V, 32A (16KA) adjustable type TPMCCB



1 Nos.-415V, 20A (16KA) adjustable type TPMCCB



3 No.-415V, 30/32A (16KA) adjustable type

TPMCCB with thermal overload & instantaneous

electro-magnetic short circuit release.

Assembled by the valid ISO-9001 certified

company having test certificate according to

relevant IEC standards from BUET/ CUET/ DUET/

KUET/ RUET.

Set 1

15 EARTHING

Earthing the electrical installation with 38.10 mm

(1.5") dia G.I. pipe having 6.35 mm dia holes across

the dia at 305 mm interval securedly bonded with 2

SWG HDBC earth lead with washer, nuts, bolts etc.

sunk upto the depth for maintaining earth resistance

within 1 ohm and protection of earth lead by 20mm

mm (3/4") dia G.I. pipe upto plinth level run at a

depth of 609.6 mm (2 ft.) below G.L. including

necessary connecting copper sockets, bolts, nuts

etc. complete in all respect.

15.1 Depth of main electrode at 3609.6 mm (100 ft.) and

length of the electrode 2928.0 mm (96') Set 2

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15.2

Supply & installation, testing commissioning of

electrolytic copper conductor of size 2 SWG in G.I

pipe of adequate size including termination at

earthing block on the sub-station wall, at inspection

pit and sub-station equipment.The rate includes the

supply & installation of a copper earthing block of

size 24"x2.5"x3/4" to be installed on sub-station wall

using suitable insulator. The work shall be complete

as per drawing and direction of the Engineer in-

charge.

Meter 180

16.0 CABLE WORKS


following sizes of PVC insulated and PVC sheathed

single/multi-core cable in pre-installed pipes, cable

tray/ladder, cable duct and cable trench where

necessary including fixing accessories as per

drawing, specification and direction of the Engineer.

With Cables manufactured by M/S Paradise/BRB

Cables Ltd.

16.1 1C-300sq.mm (NYY) Cable

Meter 250

16.2 1C-185sq.mm (NYY) Cable Meter 50

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17

Supply and fixing of following capacities

multipurpose ABCE dry chemical powder stored

pressure type with manometer system Fire

Extinguisher suitable for repeated use complete with

wall bracket, CO2 cartridge, easy refilling system etc.

as per sample approved by the Engineer-in-charge.

17.1

5 Kg. capacity. Each 2

In

Word:

Total:

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Bill of Quantities (BoQ) - RPCL

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Transcript of Bill of Quantities (BoQ) - RPCL