Remaining works of superstructure-18-09-12.xls

7/28/2019 Remaining works of superstructure-18-09-12.xls

1/55

S.No Furniture Type MarketPrice

10%Con.Profit

3.50%Overhead

SubTotal VAT2.25%

G.Total

1 Executive Table 17250 1,725 604 19,579 440.52 20,019

2 Swivel Chair 10580 1,058 370 12,008 270.19 12,278

3 Visitors Chair 3460 346 121 3,927 88.36 4,015

4 What Nut 6860 686 240 7,786 175.19 7,961

5 File Cabinet (3 Drayer) 10820 1,082 379 12,281 276.32 12,557

6 Executive Table 14820 1,482 519 16,821 378.47 17,199

7 Swivel Chair 4270 427 149 4,846 109.05 4,955

8 Visitors Chair 3460 346 121 3,927 88.36 4,015

9 What Nut 6860 686 240 7,786 175.19 7,961

10 Steel File Cabinet (3 Drayer) 10820 1,082 379 12,281 276.32 12,557

11 Small Table 3540 354 124 4,018 90.40 4,108

12 Small Chair 3460 346 121 3,927 88.36 4,015

13 Table 4640 464 162 5,266 118.49 5,38514 Chair 3460 346 121 3,927 88.36 4,015

15 Visitor Chair 3460 346 121 3,927 88.36 4,015

16 What Nut 6860 686 240 7,786 175.19 7,961

17 Steel File Cabinet 10820 1,082 379 12,281 276.32 12,557

18 Table 4640 464 162 5,266 118.49 5,385

19 Chair 3460 346 121 3,927 88.36 4,015

20 Visitor Chair 3460 346 121 3,927 88.36 4,015

21 Computer Table 3010 301 105 3,416 76.87 3,493

22 Computer Chair 3460 346 121 3,927 88.36 4,015

23 Libraroy Table Big Size 47900 4,790 1,677 54,367 1,223.25 55,590

24 Libraroy Table Medium 21970 2,197 769 24,936 561.06 25,497

25 Chair 3460 346 121 3,927 88.36 4,015

26 ZvlK 1000 100 35 1,135 25.54 1,16127 gmvix 500 50 18 568 12.77 580

28 evwjk I Kvfvi 500 50 18 568 12.77 580

29 eWwmU 500 50 18 568 12.77 580

PWD Resource Sub-Division

Certified that I personally checked all the non schedule items

incorporated in this Estimate which are essentially required for

this work. Market rate of Analysis items have been checked and

Verified personally.

Sub-Divisional Engineer

PWD Resource Sub-Division

Sub-Assistant Enginner

Name of the Work: Construct ion o f PWD Tra in ing Academy& Test ing Laboratory (Revised)

Sub Head:

Lot : 2-Supplying, Installation,Commissioning of Furniture for PWD Training Academy

Analysis of Furniture per unit

PWD Resource Division

Allenbari, Tejgaon, Dhaka.

PWD Resource Division



Sub-Assistant Enginner


Executive Engineer


2/55

Item-1

CE's-04.1

0.5 4 25.00 ft x 0.83 ft x 3.50 ft = 145.25 cft

2 x 9.67 ft x 1.67 ft x 0.50 ft = 16.15 cft

2 x 9.67 ft x 1.25 ft x 0.50 ft = 12.09 cft

2 x 9.67 ft x 0.83 ft x 4.50 ft = 72.23 cft

2 x 0.83 ft x 0.83 ft x 3.50 ft = 4.82 cft

2 x 5.92 ft x 0.83 ft x 3.50 ft = 34.40 cft

2 x 10.75 ft x 0.83 ft x 1.58 ft = 28.20 cft

2 x 6.17 ft x 0.83 ft x 3.58 ft = 36.67 cft

2 x 5.67 ft x 0.83 ft x 3.58 ft = 33.70 cft

= 383.50 cft

2 x 5.50 ft x 0.83 ft x 3.50 ft = 31.96 cft

2 x 5.50 ft x 0.83 ft x 4.00 ft = 36.52 cft

1 x 34.67 ft x 0.83 ft x 3.17 ft = 91.22 cft

= 543.19 cft

= 15.38 cum

@ per cum = Tk 72107.70

Item-2

CE's-04.2

N/S

4 x 0.83 ft x 19.50 ft x 10.00 ft = 647.40 cft

1 x 0.83 ft x 8.00 ft x 10.00 ft = 66.40 cft

E/W

1 x 0.83 ft x 10.00 ft x 10.00 ft = 83.00 cft

3 x 0.83 ft x 20.33 ft x 10.00 ft = 506.22 cft

= 1303.02 cft (A)

= 36.90 cum

@ per cum = Tk 182381.79

A) G.F: At level (+) 7'-0".

Tk 4943.00

Sub-head:- Super Structure for superior quality building category (Renovation & Modification of

ground floor, first floor, second floor, third floor and other floor for accommodation of 3 nos honorable

members, 3 nos Deputy Secretary, Scrutinizer & Moderation room, Vault room etc. including other

ancillary works i,e false ceiling, wall penelling, marble, granite works etc.).

Name of work: Construction of Bangladesh Public Service Commission Complex at

Sher-e-Banglanagar, Dhaka (2nd phase).

01. Civil works.

B) F.F: At level (+) 25'-0", grid 13 to 18 (D to L) (Parapet)

A) Ground floor

For 02 nos ramp (East west side)


Tk 4688.00

Brick works of width one brick or one and a half brick length with first class bricks in cement

sand (F.M. 1.2) mortar (1:6) in superstructure including raking out joints, filling the

interstices with mortar, cleaning and soaking the bricks at least for 24 hours before use and

washing of sand, necessary scaffolding, curing at least for 7 days etc. all complete

(measurement to given as 250 mm width for one brick length and 375 mm for one brick and

a half brick length) and accepted by the Engineer. (Cement: CEM-II/A-M)

In ground floor

Middle stair grid-16

(East west side)

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.

(Cement: CEM-II/A-M)

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3/55

58 x 0.83 ft x 0.83 ft x 3.50 ft = 139.85 cft

= 3.96 cum

@ per cum = Tk 20413.70

78 x 0.83 ft x 0.83 ft x 3.00 ft = 161.20 cft= 4.56 cum

@ per cum = Tk 26333.79

Item-3

CE's-04.16

8 x 20.00ft x 12.00ft = 1920.00 sft

Deduct:

Door -5 x 6.00ft x 7.00ft = -210.00 sftC.gate -1 x 6.00ft x 7.00ft = -42.00 sft

Door gap

4 x 3.00ft x 7.00ft = 84.00 sft

New wall (Grid-8 to 11, E)

N/S 1 x 68.00ft x 10.00ft = 680.00 sft

3 x 13.00ft x 10.00ft = 390.00 sft

New wall (Grid-11 to 13, K)

N/S 1 x 30.00ft x 10.00ft = 300.00 sft

4 x 5.00ft x 10.00ft = 200.00 sft

E/W 1 x 33.00ft x 10.00ft = 330.00 sft

2 x 19.00ft x 10.00ft = 380.00 sft

Deduct:

Door -4 x 6.00ft x 7.00ft = -168.00 sft

Lift door gap

2 x 5.00ft x 9.00ft = 90.00 sft

Duct wall

Inside 3 x 6.33ft x 10.50ft = 199.40 sft

South west of building

Outside 1 x 7.25ft x 14.00ft = 101.50 sft

Under & below disible ramp (Grid-16)

4 x 23.58ft x 2.58ft = 243.35 sft

4 x 2.67ft x 1.00ft = 10.68 sft

Total = 4508.92 sft

= 418.89 sqm

@ Tk 730.00 per sqm = Tk 305788.93

Duct wall

Inside 3 x 6.33ft x 10.50ft = 199.40 sft

South west of building

Outside 1 x 7.25ft x 14.00ft = 101.50 sft

Lift door gap

2 x 5.00ft x 9.00ft = 90.00 sft

E/W 2 x 14.24 ft x 10.88 ft = 309.72 sft

3 x 2.50 ft x 10.88 ft = 81.56 sft

ii) At level (-) 9'-0"

Brick Pillar

(i) F.F:3 nos members accomodation, Scrutinize & Moderate room

Tk 5155.00

Brick Pillar

Tk 5769.00

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)

(a):Scrutinize & Moderate room:

A) G.F

i) At level (-) 6'-0"

C) 7th floor: At level (+) 80'-0".(Parapet)

B) F.F

3 OF 55


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2 x 7.50 ft x 10.88 ft = 163.13 sft

N/S 3 x 2.50 ft x 10.88 ft = 81.56 sft

1 x 3.00 ft x 10.88 ft = 32.63 sft

Grid-7 2 x 20.33 ft x 10.88 ft = 442.18 sft

Grid-8 3 x 20.33 ft x 10.88 ft = 663.27 sft

Grid-9 2 x 20.33 ft x 10.88 ft = 442.18 sft1 x 12.25 ft x 10.88 ft = 133.22 sft

1 x 14.00 ft x 10.88 ft = 152.25 sft

1 x 12.17 ft x 10.88 ft = 132.35 sft

2 x 12.25 ft x 10.88 ft = 266.44 sft

1 x 14.08 ft x 10.88 ft = 153.12 sft

2 x 23.33 ft x 10.88 ft = 507.43 sft

1 x 13.25 ft x 10.88 ft = 144.09 sft

1 x 14.08 ft x 10.88 ft = 153.12 sft

2 x 20.33 ft x 10.88 ft = 442.18 sft

1 x 10.25 ft x 10.88 ft = 111.47 sft

1 x 14.08 ft x 10.88 ft = 153.12 sft

2 x 23.33 ft x 10.88 ft = 507.43 sft

1 x 13.25 ft x 10.88 ft = 144.09 sft

1 x 13.17 ft x 10.88 ft = 143.22 sft

1 x 10.00 ft x 10.88 ft = 108.75 sft

2 x 19.50 ft x 10.88 ft = 424.13 sft

1 x 12.25 ft x 10.88 ft = 133.22 sft

1 x 10.00 ft x 10.88 ft = 108.75 sft

3 x 19.50 ft x 10.88 ft = 636.19 sft

1 x 13.17 ft x 10.88 ft = 143.22 sft

1 x 10.00 ft x 10.88 ft = 108.75 sft

3 x 14.08 ft x 10.88 ft = 459.36 sft

1 x 15.58 ft x 10.88 ft = 169.43 sft

1 x 5.00 ft x 10.88 ft = 54.38 sft

2 x 14.75 ft x 10.88 ft = 320.81 sft

1 x 8.00 ft x 10.88 ft = 87.00 sft

1 x 13.25 ft x 10.88 ft = 144.09 sft

2 x 10.00 ft x 10.88 ft = 217.50 sft

1 x 13.25 ft x 10.88 ft = 144.09 sft

1 x 11.00 ft x 10.88 ft = 119.63 sft

1 x 14.67 ft x 10.88 ft = 159.54 sft

2 x 10.00 ft x 10.88 ft = 217.50 sft

1 x 19.50 ft x 10.88 ft = 212.06 sft

1 x 14.67 ft x 10.88 ft = 159.54 sft

2 x 10.00 ft x 10.88 ft = 217.50 sft

1 x 10.00 ft x 10.88 ft = 108.75 sft

2 x 10.00 ft x 10.88 ft = 217.50 sft

= 10422.32 sft (A)

Grid 13 to 16 D to L and Grid 13 to 16 D & L

N/S 2 x 70.00 ft x 2.75 ft = 385.00 sft

E/W 2 x 25.00 ft x 2.75 ft = 137.50 sft

2 x 46.00 ft x 2.75 ft = 253.00 sft

= 775.50 sft (B)

= 11197.82 sft

= 1040.30 sqm

@ per sqm = Tk 779186.93

Grid 16 (D to F & J to L)

ii) At level (+) 7'-0" to (+) 25'-0" (False slab gap)

Grid-JK

Grid-R

Total = A+B

Grid-8-9

(b):3 nos members accomodation

Grid-9-10

Grid-11

Grid-10-11

Grid-IJ

North to south

Grid-E

Grid-F

Tk 749.00

Grid-EF

Grid-FG

Grid 13

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E/W 2 x 19.67 ft x 10.50 ft = 413.07 sft

2 x 19.67 ft x 10.50 ft = 413.07 sft

2 x 13.67 ft x 10.50 ft = 287.07 sft

N/S 2 x 19.67 ft x 10.50 ft = 413.07 sft2 x 19.67 ft x 10.50 ft = 413.07 sft

2 x 13.67 ft x 10.50 ft = 287.07 sft

Lift door gap

2 x 5.00ft x 9.00ft = 90.00 sft

Door -2 x 3.33 ft x 7.00 ft = -46.62 sft

-2 x 2.50 ft x 7.00 ft = -35.00 sft

P.A -2 x 7.00 ft x 7.00 ft = -98.00 sft

Window -4 x 6.00 ft x 4.50 ft = -108.00 sft

= 2028.80 sft

= 188.48 sqm (A)

E/W 1 x 146.00 ft x 3.50 ft = 511.00 sft

E/W 2 x 23.50 ft x 3.50 ft = 164.50 sft

N/S 2 x 69.50 ft x 3.50 ft = 486.50 sft

E/W 2 x 45.00 ft x 3.50 ft = 315.00 sft

N/S 2 x 43.50 ft x 3.50 ft = 304.50 sft

E/W 4 x 20.00 ft x 3.50 ft = 280.00 sft

= 2061.50 sft

= 191.52 sqm (B)

= 380.00 sqm (C)

@ per sqm = Tk 291838.57

E/W 1 x 21.58 ft x 10.50 ft = 226.59 sft

1 x 8.83 ft x 10.50 ft = 92.72 sft

N/S 1 x 14.75 ft x 10.50 ft = 154.88 sft

1 x 12.17 ft x 10.50 ft = 127.79 sft

Lift door gap

2 x 5.00ft x 9.00ft = 90.00 sft

E/W 1 x 20.33 ft x 10.50 ft = 213.47 sft

1 x 16.58 ft x 10.50 ft = 174.09 sftN/S 2 x 13.00 ft x 10.50 ft = 273.00 sft

1 x 8.00 ft x 10.50 ft = 84.00 sft

Toilet inside 1 x 7.00 ft x 8.00 ft = 56.00 sft

= 1492.52 sft

= 138.66 sqm (A)

@ persqm = Tk 109124.23

Lift door gap

2 x 5.00ft x 9.00ft = 90.00 sft

= 8.36 sqm

E) 4th floor: At level (+) 47'-0"

Grid 18

C) 2nd floor: At level (+) 25'-0"

Grid 13 E to D & KL

Grid 13 to 16 D & L

Grid 16 (D to F & J to L)

Grid 13 to 14, D to H

D) 3rd floor: At level (+) 36'-0"

(ii) Grid 13 to 18 (D to L) (Parapet)

(i) 2 nos Deputy Secretary room (new accomodation)

Total =A+B

Grid 16 to 18 (F & J)

Tk 787.00

Tk 768.00

Grid 8 to 10 & 10 to 11

Deduction

DS room attached to exam. Controller (Non-Cadre)

DS room attached to exam. Controller (cadre)


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@ persqm = Tk 6739.13

Lift door gap

2 x 5.00ft x 9.00ft = 90.00 sft

= 8.36 sqm

@ persqm = Tk 6897.99

Lift door gap

2 x 5.00ft x 9.00ft = 90.00 sft

= 8.36 sqm

@ persqm = Tk 7115.38

E/W 2 x 21.00 ft x 3.00 ft = 126.00 sft

2 x 20.50 ft x 3.00 ft = 123.00 sft

E/W 2 x 21.33 ft x 3.00 ft = 127.98 sft

E/W 2 x 21.00 ft x 3.00 ft = 126.00 sft

N/S 4 x 6.50 ft x 3.00 ft = 78.00 sft

4 x 10.00 ft x 3.00 ft = 120.00 sft

Lift door gap

2 x 5.00ft x 9.00ft = 90.00 sft

N/S 2 x 5.50 ft x 3.00 ft = 33.00 sft

N/S 1 x 8.00 ft x 3.00 ft = 24.00 sft

E/W 2 x 5.00 ft x 3.00 ft = 30.00 sft

N/S 2 x 6.50 ft x 3.00 ft = 39.00 sft

East & West side s/wall to s/wall

N/S 2 x 15.00 ft x 3.00 ft = 90.00 sft

E/W 4 x 13.00 ft x 3.00 ft = 156.00 sft

E/W 4 x 15.83 ft x 3.00 ft = 189.96 sft

N/S 8 x 1.50 ft x 3.00 ft = 36.00 sft

E/W 4 x 28.50 ft x 3.00 ft = 342.00 sft

E/W 2 x 42.50 ft x 3.00 ft = 255.00 sft

E/W 2 x 12.00 ft x 3.00 ft = 72.00 sft

= 2057.94 sft ( A )

N/S 2 x 14.50 ft x 9.25 ft = 268.25 sft

2 x 19.50 ft x 9.00 ft = 351.00 sft

E/W 2 x 12.00 ft x 9.00 ft = 216.00 sft

-1 x 3.00 ft x 7.00 ft = -21.00 sft

E/W 2 x 14.00 ft x 9.00 ft = 252.00 sft

2 x 12.00 ft x 9.00 ft = 216.00 sft

N/S 2 x 46.00 ft x 9.00 ft = 828.00 sft

Tk 806.00

F) 5th floor: At level (+) 58'-0"

Tk 825.00

G) 6th floor: At level (+) 69'-0"

East & West side

Main Stair Chillakota

Deduction

H) At level (+) 80'-0".

Main stair east side

Lift wall gap

Tk 851.00

Grid 9 E to F & grid 11 J to K:

Deduction for door

Grid 07 & 13 G to I:

Stair Chillakota S-E & N-W

Grid 09 E to s/wall & 11 K to s/wall:

Two Lift connection

Grid 9 J to K & grid 11 E to F:

Electric room side

Grid 9 F to G & grid 11 I to J:

Grid 9 I to J & grid 11 F to G: (Parapet)

Stair & lift wall (Wall)

Grid 07 & 13 E to F & grid J to K:

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7/55

RCC wall -2 x 3.00 ft x 9.00 ft = -54.00 sft

-2 x 6.00 ft x 9.00 ft = -108.00 sft

-1 x 21.00 ft x 9.00 ft = -189.00 sft

Door -1 x 3.00 ft x 7.00 ft = -21.00 sft

-2 x 6.00 ft x 9.00 ft = -108.00 sft

-2 x 3.00 ft x 9.00 ft = -54.00 sft

N/S 1 x 8.00 ft x 12.00 ft = 96.00 sft

East side 2 x 5.00 ft x 13.00 ft = 130.00 sft

2 x 5.00 ft x 13.00 ft = 130.00 sft

= 1932.25 sft (B)

= 3990.19 sft (C)

= 370.70 sqm

@ per sqm = Tk 325101.88

Item-4

CE's-6.4

1 x 42.50 ft x 70.00 ft = 2975.00 sft

= 276.38 sqm

@ Tk 7269.00 per sqm = Tk 2009037.07

Item-5

Analysis rate

2 x 20.00 ft x 10.50 ft = 420.00 sft

2 x 2 x 9.00 ft x 0.50 ft = 18.00 sft

2 x 1 x 5.00 ft x 0.50 ft = 5.00 sft

2 x 5.00 ft x 0.50 ft = 5.00 sft

-4 x 5.00 ft x 9.00 ft = -180.00 sft

= 268.00 sft

= 7 x 268.00 ft = 1876.00 sft

= 174.28 sqm

@ Tk 10849.00 per sqm = Tk 1890814.20

Item-6CE's-06.6.3

Glazed wall tiles@ 2nd floor

DS toilet 2 x 7.50ft x 8.00ft = 120.00 sft

2 x 5.50ft x 8.00ft = 88.00 sft

Deduct:

(+) 7'-0" Level

Supplying and setting foreign made white / black/ any colour Granite on walls of approved

quality, textured and size (large size) on walls over 12 mm thick cement sand (F.M. 1.2)

mortar (1:2) including cutting and grinding the Granite slab/tile setting in position keeping

horizontal and vertical alignment correct, fi ll ing the joints with white cement, cutting and

grinding the top surface, finishing etc including water, electricity and other charges

complete in all respect accepted by the Engineer. (Cement: CEM-II/A-M)

Marble stone flooring with 18mm thick Italian coloured/ grey marble stone of approved

quality, texture and size over 25 mm thick cement sand (F.M. 1.2) mortar (1:2) including.

placing cement slurry below the stone, cutting the marble stone to desired size, grinding

and finishing the edges, setting in position in proper level filling the gaps with white cement

and colouring pigments including supplying all necessary equipments/materials and

finishing the top by pumic stone and necessary auxiliary materials and water, electricity andother charges complete in all respect accepted by the Engineer. (Cement: CEM-II/A-M). In

ground floor

Lift wall


Total =A+B

(Rate same for all floor)

Supplying, fitting and fixing glazed wall tiles (local made) with on 20 mm thick cement sand

(F.M. 1.2) mortar (1:3) base and raking out the joints with white cement 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 (Cement: CEM-II/A-M).

Wall tiles more than 250 x 400 mm size

For 8 nos floor

Lift Portion

12 mm thick white / black/ any colour Granite walling.

Tk 877.00

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8/55

2 x 6.33ft x 8.00ft = 101.28 sft

2 x 2.33ft x 8.00ft = 37.28 sft

2 x 3.83ft x 8.00ft = 61.28 sft

2 x 4.67ft x 8.00ft = 74.72 sft

Door sill 2 x 2.50ft x 0.75ft = 3.75 sft

= 486.31 sft

Deduct:Door -2 x 2.50ft x 7.00ft = -35.00 sft

Window -2 x 6.33ft x 5.50ft = -69.63 sft

Total = 381.68 sft

= 35.46 sqm

@ Tk 1166.00 per sqm = Tk 41345.12

Glazed wall tiles @ 3rd floor

2 x 2 x 7.00ft x 8.00ft = 112.00 sft

2 x 2 x 3.50ft x 8.00ft = 56.00 sft

2 x 1 x 4.58ft x 8.00ft = 36.64 sft

2 x 1 x 8.00ft x 8.00ft = 64.00 sft

= 268.64 sft

= 24.96 sqm

@ Tk 1172.00 per sqm = Tk 29249.91

Item-7

CE's-06.9.3

1 x 34.00 ft x 42.50 ft = 1445.00 sft

= 134.24 sqm

@ Tk 1809.00 per sqm = Tk 242846.99

Room 3 1 x 22.00ft x 22.08ft = 1457.28 sft

3 1 x 5.50ft x 4.75ft = 78.38 sft

3 2 x 22.00ft x 0.50ft = 66.00 sft

3 2 x 22.08ft x 0.50ft = 66.24 sft

3 2 x 5.50ft x 0.50ft = 16.50 sft

3 2 x 4.75ft x 0.50ft = 14.25 sft

= 1698.65 sft

= 157.81 Sqm

@ Tk 1815.00 per sqm = Tk 286421.47

E/W 1 x 134.00 ft x 6.00 ft = 804.00 sft

2 1 x 146.00ft x 0.50ft = 146.00 sft

2 1 x 22.00ft x 0.50ft = 22.00 sft

2 2 x 14.17ft x 0.50ft = 28.34 sft

2 2 x 11.50ft x 0.50ft = 23.00 sft

2 2 x 7.00ft x 0.50ft = 14.00 sft

2 2 x 9.50ft x 0.50ft = 19.00 sft

2 1 x 10.50ft x 0.50ft = 10.50 sft

= 1066.84 sft

= 99.11 Sqm

@ Tk 1821.00 per sqm = Tk 180482.69

GP (mirror polished) 300 x 600 mm / 600 x 600 mm floor tiles @ Ground floor

Supplying, fitt ing and fixing mirror polished homogeneous floor ti les (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)GP (mirror polished) 300 x 600 mm /

600 x 600 mm floor tiles.

(iii) 2nd F: 2 nos Deputy Secretary room (new accomodation):

Skirting


(i) G.F: (+) 7'-0" Level

(ii) F.F: 3 nos members room (new accomodation)

Skirting

Grid 13 to 14, D to H

Skirting

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9/55

Item-8

CE's-7.1

(A)

CE's-7.1.42 x 2.00 ft x 3.00 ft = 12.00 sft

3 x 2.00 ft x 3.00 ft = 18.00 sft

5 x 2.00 ft x 3.00 ft = 30.00 sft

2 x 1.67 ft x 3.00 ft = 10.02 sft

7 x 1.67 ft x 3.00 ft = 35.07 sft

2 x 2.00 ft x 3.00 ft = 12.00 sft

2 x 2.00 ft x 3.00 ft = 12.00 sft

10 x = 33.96 sft

= 163.05 sft

= 163.05 x 3.50 ft = 570.68 cft

= 16.16 cum

@ per cum = Tk 109563.35

CE's-7.1.4 ii) Form Work (Wooden Shuttet)

14 x 2 x 3.00 ft x 4.50 ft = 378.00 sft

14 x 2 x 2.00 ft x 4.50 ft = 252.00 sft

9 x 2 x 1.67 ft x 4.50 ft = 135.27 sft

9 x 2 x 3.00 ft x 4.50 ft = 243.00 sft

10 x x 4.50 ft = 152.83 sft

= 1161.10 sft

= 107.87 sqm

@ per sqm = Tk 43686.88

CE's-7.1.4Col-C10 2 x 2.00 ft x 3.00 ft = 12.00 sft

8 x 2.00 ft x 3.00 ft = 48.00 sft

5 x 2.00 ft x 3.00 ft = 30.00 sft

19 x 1.67 ft x 3.00 ft = 95.19 sft

2 x 1.67 ft x 3.00 ft = 10.02 sft

= 195.21 sft

= 195.21 x 4.50 ft = 878.45 cft

Shear wall

4 x 6.50 ft x 1.17 ft x 4.50 ft = 136.89 cft

4 x 8.00 ft x 1.17 ft x 4.50 ft = 168.48 cft

(3.14x2.08x2.08/4)

(Rate is excluding the cost of reinforcement and its fabrication, binding, welding and

placing)

Reinforced cement concrete works using wooden shutter, with minimum cement content

relates to mix ratio 1:2:4 having minimum f 'cr = 24 Mpa, and satisfying, specified

compressive strength f'c=19 Mpa at 28 days on standard cylinders as per standardpractice of Code ACI/BNBC/ASTM & cement conforming to BDS EN-197-1- CEM 1 ( 52.5

N) / ASTM-C 150 Type I, best quality sand [50% quantity of best local sand (F.M. 1.2) and50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2] and 20 mm down well

graded picked jhama brick chips conforming ASTM C-33 including breaking chips and

screening, 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 for 28 days,and removing centering-shuttering after specified

time proved; including cost of water, electricity, testing charges of materials and cylinders,

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

Padestals, column capitals, lift walls and walls :Ground Floor

Col-C9

Col-C6

Col-C1

Col-C2

Col-C8

Col-C13

Tk 6780.00

Tk 405.00

For Col-C4

Col-C5

(3.14 x 2.08 x 2.08/4)

Col-C7

i) Concrete

a) At level (+) 25'-0" (In 2nd Floor)

Col-C4

Col-C11

For Col-C1,C2, C5, C8, C9

b) In Column: At level (+) 80'-0" (In 7th Floor)

For Col-C6,C7

Col-C14

Col-C15

i) Concrete

9 OF 55


10/55

2 x 11.00 ft x 1.00 ft x 4.50 ft = 99.00 cft

2 x 5.00 ft x 1.00 ft x 4.50 ft = 45.00 cft

2 x 1.00 ft x 3.00 ft x 4.50 ft = 27.00 cft

2 x 49.00 ft x 1.00 ft x 4.50 ft = 441.00 cft

= 1795.82 cft= 50.85 cum

@ per cum = Tk 364044.73


15 x 2 x 3.00 ft x 4.50 ft = 405.00 sft

15 x 2 x 2.17 ft x 4.50 ft = 292.95 sft

21 x 2 x 1.67 ft x 4.50 ft = 315.63 sft

21 x 2 x 3.17 ft x 4.50 ft = 599.13 sft

Shear wall

4 x 2 x 6.50 ft x 4.50 ft = 234.00 sft

4 x 2 x 1.42 ft x 4.50 ft = 51.12 sft

4 x 2 x 8.00 ft x 4.50 ft = 288.00 sft

4 x 2 x 1.42 ft x 4.50 ft = 51.12 sft

2 x 24.63 ft x 4.50 ft = 221.63 sft

2 x 12.63 ft x 4.50 ft = 113.63 sft

2 x 8.50 ft x 4.50 ft = 76.50 sft

2 x 98.00 ft x 4.50 ft = 882.00 sft

= 3530.70 sft

= 328.01 sqm

@ per sqm = Tk 182373.58

(B)

CE's-7.1.5

8 x 20.00 ft x 0.42 ft x 0.50 ft = 33.60 cft (A)

New wall (Grid-8 to 11, E)

1 x 68.00ft x 0.42 ft x 0.50 ft = 14.28 cft

3 x 13.00ft x 0.42 ft x 0.50 ft = 8.19 cft

New wall (Grid-11 to 13, K)

1 x 30.00ft x 0.42 ft x 0.50 ft = 6.30 cft

4 x 5.00ft x 0.42 ft x 0.50 ft = 4.20 cft

1 x 33.00ft x 0.42 ft x 0.50 ft = 6.93 cft

2 x 19.00ft x 0.42 ft x 0.50 ft = 7.98 cft

N/S

4 x 0.83 ft x 19.50 ft x 0.50 ft = 32.37 cft

1 x 0.83 ft x 8.00 ft x 0.50 ft = 3.32 cft

E/W

1 x 0.83 ft x 10.00 ft x 0.50 ft = 4.15 cft

3 x 0.83 ft x 20.33 ft x 0.50 ft = 25.31 cft

3 x 7.00 ft x 0.42 ft x 0.50 ft = 4.41 cft

1 x 42.33 ft x 1.42 ft x 1.50 ft = 90.16 cft

1 x 42.50 ft x 0.42 ft x 0.50 ft = 8.93 cft

3 x 6.33 ft x 0.42 ft x 0.50 ft = 3.99 cft

(+) 3'-0" level

(-) 6'-0" level

At level (-) 9'-0"

For Col-C10,C11, C13

At level (+) 7'-0".

(a) G.F:

For Col-C14,C15

Tk 556.00

i) Concrete

Electric wall

Lift wall

New wall

Tk 7159.00

Lift wall

Electric wall

Tie beam and lintels:Ground Floor

RCC bend for out side pipeline

10 OF 55


11/55

1 x 7.25 ft x 0.42 ft x 0.50 ft = 1.52 cft

= 222.04 cft (B)

= 255.64 cft

= 7.24 cum

@ per cum = Tk 50584.92

CE's-7.1.5 ii) Form Work (Wooden Shuttet)8 x 1 x 20.00 ft x 1.42 ft = 227.20 sft

6 x 1 x 6.00 ft x 1.42 ft = 51.12 sft

= 278.32 sft (A)

1 x 1 x 68.00ft x 1.42 ft = 96.56 sft

3 x 1 x 13.00ft x 1.42 ft = 55.38 sft

1 x 1 x 30.00ft x 1.42 ft = 42.60 sft

4 x 1 x 5.00ft x 1.42 ft = 28.40 sft

1 x 1 x 33.00ft x 1.42 ft = 46.86 sft

2 x 1 x 19.00ft x 1.42 ft = 53.96 sft

4 x 1 x 19.50 ft x 1.83 ft = 142.74 sft

1 x 1 x 8.00 ft x 1.83 ft = 14.64 sft

1 x 1 x 10.00 ft x 1.83 ft = 18.30 sft

3 x 1 x 20.33 ft x 1.83 ft = 111.61 sft

3 x 1 x 7.00 ft x 1.42 ft = 29.82 sft1 x 1 x 42.33 ft x 1.42 ft = 60.11 sft

1 x 1 x 42.50 ft x 1.42 ft = 60.35 sft

1 x 1 x 6.33 ft x 1.42 ft = 8.99 sft

2 x 1 x 7.25 ft x 1.42 ft = 20.59 sft

= 790.91 sft (B)

= 1069.23 sft

= 99.33 sqm

@ per sqm = Tk 34766.83

CE's-7.1.5

2 x 14.24 ft x 0.42 ft x 0.50 ft = 5.98 cft

3 x 2.50 ft x 0.42 ft x 0.50 ft = 1.58 cft2 x 7.50 ft x 0.42 ft x 0.50 ft = 3.15 cft

3 x 2.50 ft x 0.42 ft x 0.50 ft = 1.58 cft

1 x 3.00 ft x 0.42 ft x 0.50 ft = 0.63 cft

Grid-7 2 x 20.33 ft x 0.42 ft x 0.50 ft = 8.54 cft



1 x 12.25 ft x 0.42 ft x 0.50 ft = 2.57 cft

1 x 14.00 ft x 0.42 ft x 0.50 ft = 2.94 cft

Grid-8-9 1 x 12.17 ft x 0.42 ft x 0.50 ft = 2.56 cft

2 x 12.25 ft x 0.42 ft x 0.50 ft = 5.15 cft

1 x 14.08 ft x 0.42 ft x 0.50 ft = 2.96 cft

Grid-9-10 2 x 23.33 ft x 0.42 ft x 0.50 ft = 9.80 cft1 x 13.25 ft x 0.42 ft x 0.50 ft = 2.78 cft

1 x 14.08 ft x 0.42 ft x 0.50 ft = 2.96 cft


1 x 10.25 ft x 0.42 ft x 0.50 ft = 2.15 cft

1 x 14.08 ft x 0.42 ft x 0.50 ft = 2.96 cft

Grid-10-11 2 x 23.33 ft x 0.42 ft x 0.50 ft = 9.80 cft

1 x 13.25 ft x 0.42 ft x 0.50 ft = 2.78 cft

Grid-E 1 x 13.17 ft x 0.42 ft x 0.50 ft = 2.77 cft

1 x 10.00 ft x 0.42 ft x 0.50 ft = 2.10 cft

(ii) F.F: 3 nos members accomodation

North to south

Total =A+B

Total =A+B

(b) F.F:

(i) F.F: Scrutinize & Moderate room:

i) Concrete

Tk 350.00

Tk 6988.00

11 OF 55


12/55

Grid-F 2 x 19.50 ft x 0.42 ft x 0.50 ft = 8.19 cft

1 x 12.25 ft x 0.42 ft x 0.50 ft = 2.57 cft

1 x 10.00 ft x 0.42 ft x 0.50 ft = 2.10 cft

3 x 19.50 ft x 0.42 ft x 0.50 ft = 12.29 cft

Grid-EF 1 x 13.17 ft x 0.42 ft x 0.50 ft = 2.77 cft

1 x 10.00 ft x 0.42 ft x 0.50 ft = 2.10 cft

Grid-FG 3 x 14.08 ft x 0.42 ft x 0.50 ft = 8.87 cft1 x 15.58 ft x 0.42 ft x 0.50 ft = 3.27 cft

1 x 5.00 ft x 0.42 ft x 0.50 ft = 1.05 cft

2 x 14.75 ft x 0.42 ft x 0.50 ft = 6.20 cft

Grid-IJ 1 x 8.00 ft x 0.42 ft x 0.50 ft = 1.68 cft

1 x 13.25 ft x 0.42 ft x 0.50 ft = 2.78 cft

2 x 10.00 ft x 0.42 ft x 0.50 ft = 4.20 cft

1 x 13.25 ft x 0.42 ft x 0.50 ft = 2.78 cft

1 x 11.00 ft x 0.42 ft x 0.50 ft = 2.31 cft

1 x 14.67 ft x 0.42 ft x 0.50 ft = 3.08 cft

2 x 10.00 ft x 0.42 ft x 0.50 ft = 4.20 cft

1 x 19.50 ft x 0.42 ft x 0.50 ft = 4.10 cft

Grid-JK 1 x 14.67 ft x 0.42 ft x 0.50 ft = 3.08 cft

2 x 10.00 ft x 0.42 ft x 0.50 ft = 4.20 cft

1 x 10.00 ft x 0.42 ft x 0.50 ft = 2.10 cft

Grid-R 2 x 10.00 ft x 0.42 ft x 0.50 ft = 4.20 cft

= 193.71 cft (A)

= 222.04 cft (B)

= 415.75 cft

= 11.77 cum

@ per cum = Tk 83055.71

CE's-7.1.5

922.43 ft x 1.42 ft = 1309.85 sft

= 790.91 sft

= 2100.76 sft

= 195.17 sqm

@ per sqm = Tk 73186.99

CE's-7.1.5

2 x 17.75 ft x 0.42 ft x 0.50 ft = 7.46 cft

2 x 10.50 ft x 0.42 ft x 0.50 ft = 4.41 cft

4 x 22.00 ft x 0.42 ft x 0.50 ft = 18.48 cft

= 30.35 cft

= 0.86 cum

@ per cum = Tk 6119.70


2 x 1 x 17.75 ft x 1.42 ft = 50.41 sft

2 x 1 x 10.50 ft x 1.42 ft = 29.82 sft

4 x 1 x 22.00 ft x 1.42 ft = 124.96 sft= 205.19 sft

= 19.06 sqm

@ per sqm = Tk 7625.05

CE's-7.1.5

1 x 21.58 ft x 0.42 ft x 0.50 ft = 4.53 cft

1 x 8.83 ft x 0.42 ft x 0.50 ft = 1.85 cft

1 x 14.75 ft x 0.42 ft x 0.50 ft = 3.10 cft

1 x 12.17 ft x 0.42 ft x 0.50 ft = 2.56 cft

Total

Tk 400.00

i) Concrete

(ii) F.F: RCC bend for out side pipeline

i) Concrete

Rft same as (A) =

Total =A+B

Qty same as GF (B)

Tk 7122.00


(d) 3rd floor:

Qty same as GF (B)

ii) Form Work (Wooden Shuttet)

Tk 375.00

Tk 7055.00

(c) 2nd floor:

12 OF 55


13/55

1 x 20.33 ft x 0.42 ft x 0.50 ft = 4.27 cft

1 x 16.58 ft x 0.42 ft x 0.50 ft = 3.48 cft

2 x 13.00 ft x 0.42 ft x 0.50 ft = 5.46 cft

1 x 8.00 ft x 0.42 ft x 0.50 ft = 1.68 cft

1 x 7.00 ft x 0.42 ft x 0.50 ft = 1.47 cft

= 28.40 cft

= 0.80 cum@ per cum = Tk 5781.41


1 x 1 x 21.58 ft x 1.42 ft = 30.64 sft

1 x 1 x 8.83 ft x 1.42 ft = 12.54 sft

1 x 1 x 14.75 ft x 1.42 ft = 20.95 sft

1 x 1 x 12.17 ft x 1.42 ft = 17.28 sft

1 x 1 x 20.33 ft x 1.42 ft = 28.87 sft

1 x 1 x 16.58 ft x 1.42 ft = 23.54 sft

2 x 1 x 13.00 ft x 1.42 ft = 36.92 sft

1 x 1 x 8.00 ft x 1.42 ft = 11.36 sft

1 x 1 x 7.00 ft x 1.42 ft = 9.94 sft

= 192.04 sft

= 17.84 sqm

@ per sqm = Tk 7047.21

CE's-7.1.5

6 x 4.50 ft x 0.42 ft x 0.50 ft = 5.67 cft

= 0.16 cum

@ per cum = Tk 1215.08


6 x 1 x 4.50 ft x 1.42 ft = 38.34 sft

= 3.56 sqm

@ per sqm = Tk 2454.13

(C)

CE's-7.1.6

E/W

4 x 12.00 ft x 1.00 ft x 1.58 ft = 75.84 cft

N/S

2 x 19.54 ft x 1.00 ft x 1.58 ft = 61.75 cft

2 x 14.50 ft x 1.00 ft x 1.58 ft = 45.82 cft

2 x 19.00 ft x 1.00 ft x 1.58 ft = 60.04 cft

E/W

5 x 10.00 ft x 1.00 ft x 1.58 ft = 79.00 cft

6 x 5.00 ft x 1.00 ft x 1.58 ft = 47.40 cft

E/W4 x 7.50 ft x 1.00 ft x 1.58 ft = 47.40 cft

= 417.25 cft

= 11.81 cum

@ per cum = Tk 83236.61


2 x 2 x 12.00 ft x 4.17 ft = 200.16 sft

2 x 1 x 19.54 ft x 4.17 ft = 162.96 sft

2 x 1 x 14.50 ft x 4.17 ft = 120.93 sft

In Tee beam, ELL beam & Rectangular beam

(e) 7th floor:

i) Concrete

Tk 395.00

Tk 7045.00

E/W

Lift room: South lift, N/S

N/S

Main stair attached: N/S

Tk 689.00

Stair-2: 02 nos stair

i) Concrete : At level (+) 80'-0" (In 7th Floor)

Tk 7568.00

Tk 7189.00

13 OF 55


14/55

2 x 1 x 19.00 ft x 4.17 ft = 158.46 sft

5 x 1 x 10.00 ft x 4.17 ft = 208.50 sft

3 x 2 x 5.00 ft x 4.17 ft = 125.10 sft

2 x 2 x 7.50 ft x 4.17 ft = 125.10 sft

= 1101.21 sft= 102.31 sqm

@ per sqm = Tk 62406.20

(D)

CE's-7.1.7

2 x 28.67 ft x 19.00 ft x 0.42 ft = 457.57 cft

1 x 49.00 ft x 17.00 ft x 0.42 ft = 349.86 cft

1 x 49.00 ft x 14.50 ft x 0.42 ft = 298.41 cft

= 1105.84 cft

= 31.31 cum

@ per cum = Tk 220604.99


2 x 28.67 ft x 19.00 ft = 1089.46 sft

1 x 49.00 ft x 17.00 ft = 833.00 sft

1 x 49.00 ft x 14.00 ft = 686.00 sft

2 x 2 x 28.67 ft x 0.42 ft = 48.17 sft

2 x 2 x 19.00 ft x 0.42 ft = 31.92 sft

1 x 2 x 49.00 ft x 0.42 ft = 41.16 sft

1 x 2 x 17.00 ft x 0.42 ft = 14.28 sft

2 x 2 x 49.00 ft x 0.42 ft = 82.32 sft

2 x 2 x 49.00 ft x 0.42 ft = 82.32 sft

= 2908.63 sft

= 270.22 sqm

@ per sqm = Tk 172399.03

(E)

CE's-7.1.8

Drop wall

N/S 2 x 70.00 ft x 2.00 ft = 280.00 sft

2 x 26.00 ft x 2.00 ft = 104.00 sft

Planter 2 x 26.00 ft x 2.00 ft = 104.00 sft

E/W 2 x 45.00 ft x 2.00 ft = 180.00 sft

668.00 sft

= 668.00 x 0.29 ft = 194.83 cft

= 5.52 cum@ per cum = Tk 37714.09


2 x 2 x 2.00 ft x 0.33 ft = 2.64 sft

1 x 2 x 70.00 ft x 4.33 ft = 606.20 sft

1 x 2 x 26.00 ft x 4.33 ft = 225.16 sft

1 x 2 x 26.00 ft x 4.33 ft = 225.16 sft

1 x 2 x 45.00 ft x 4.33 ft = 389.70 sft

= 1448.86 sft

= 134.60 sqm

@ per sqm = Tk 40111.51

Bottom

Side

Lift room: South lift - 02 nos

Stair-2: 02 nos stair

In Floor & Roof slab;

Cornice, railing, drop walls, louver, fins etc. Ground Floor

Tk 638.00

a) At level (+) 80'-0" (In 7th Floor)

Tk 7045.00

E/W

Tk 6836.00

Main stair-4:

i) Concrete

Tk 610.00

Lift Room: N/S

a) In Ground floor (+7'-0" level)

i) Concrete

Tk 298.00

14 OF 55


15/55

CE's-7.1.8

Drop wall

Gird 13 north side

E/W 1 x 134.00 ft x 3.00 ft = 402.00 sft

N/S 2 x 5.33 ft x 3.00 ft = 31.98 sft

433.98 sft= 433.98 x 0.29 ft = 126.58 cft

= 3.58 cum

@ per cum = Tk 24982.02


1 x 2 x 134.00 ft x 3.00 ft = 804.00 sft

1 x 1 x 134.00 ft x 0.63 ft = 83.75 sft

2 x 2 x 5.33 ft x 3.00 ft = 63.96 sft

2 x 1 x 5.33 ft x 0.63 ft = 6.72 sft

1 x 1 x 144.67 ft x 0.46 ft = 66.55 sft

= 1024.97 sft

= 95.22 sqm

@ per sqm = Tk 33137.40

CE's-7.1.8 = 3.56 cum

= 3.56 cum

7.12 cum

@ per cum = Tk 50103.44

CE's-7.1.8

= 95.02 sqm

= 95.02 sqm

190.04 sqm

@ per sqm = Tk 70884.92

CE's-7.1.8 i)Concrete: oty same as 2nd Floor Drop = 3.56 cum

@ per cum = Tk 25418.40

CE's-7.1.8 ii) Form work (Wooden shutter)

Qty same as 2nd Floor = 95.02 sqm

@ per sqm = Tk 37817.96

(F)

CE's-7.1.9

Gird 13 north side

2 7.50 ft x 7.50 ft x 0.25 ft = 28.13 cft

= 0.80 cum

@ per cum = Tk 6000.90

CE's-7.1.8 ii) Form Work (Wooden Shuttet)2 x 1 x 7.50 ft x 7.50 ft = 112.50 sft

2 x 2 x 7.50 ft x 0.33 ft = 9.90 sft

2 x 2 x 7.50 ft x 0.33 ft = 9.90 sft

= 132.30 sft

= 12.29 sqm

@ per sqm = Tk 4965.55

CE's-7.1.9

1 7.50 ft x 8.83 ft x 0.25 ft = 16.56 cft

Railing

Tk 7535.00

Qty same as FF

Tk 348.00

Sunshade, false ceiling:Ground Floor

i)Concrete: qnty same as item-D (a)i

Tk 373.00

ii) Form work

Drop Wall

Qty same as Drop wall

Tk 7037.00

c) In 3rd Floor (+36'-0"+47'-0")

Railing same Drop

Tk 7140.00

False slab

False slab

a) In 2nd floor

i) Concrete

i) Concrete

Tk 404.00

Tk 398.00

i) Concrete

Tk 6970.00

In Railing

b) In 2nd floor (+25'-0"+0+36'-0" level)

d) In 4th Floor (+47'-0"to+58'-0"level)

b) In 3rd floor

15 OF 55


16/55

1 8.83 ft x 5.50 ft x 0.25 ft = 12.14 cft

= 28.70 cft

= 0.81 cum

@ per cum = Tk 5471.34


1 x 1 x 7.50 ft x 8.83 ft = 66.23 sft


1 x 1 x 8.83 ft x 5.50 ft = 48.57 sft

1 x 2 x 8.83 ft x 0.33 ft = 5.83 sft

1 x 2 x 5.50 ft x 0.33 ft = 3.63 sft

= 135.03 sft

= 12.54 sqm

@ per sqm = Tk 5381.46

Item-9

CE's-8.1.1

= 450.47 cft = 5.63 cft

= 1251.54 kg

@ per kg = Tk 101374.45

= 415.75 cft

= 5.20 cft

= 1155.07 kg

@ per kg = Tk 93930.22

= 570.68 cft

= 5.71 cft

= 30.35 cft

= 0.38 cft

= 126.58 cft

= 1.27 cft

= 28.13 cft

= 0.35 cft

= 7.70 cft

= 1712.19 kg

@ per kg = Tk 139783.44

= 28.40 cft

= 0.36 cft

= 251.44 cft

= 2.51 cft

= 28.70 cft

= 0.43 cft

= 3.30 cft

= 733.44 kg

@ per kg = Tk 60113.00

= 125.72 cft

= 1.26 cft

= 279.43 kg

@ per kg = Tk 22991.63

1.0% of this item

3rd floor

cft same as item- 08.E(b)

1.0% of this item

cft same as item- 08.E(c)

cft same as item- 08.B(c)

1st floor

2nd floor

1.25% of this item

1.25% of this item

cft same as item- 08.A(a)

cft same as item- 08.B(a)+08.E(a)

Ground floor

Tk 6733.00

Tk 429.00

1.25% of this item

cft same as item- 08.B(d)

1.0% of this item

Tk 81.32

3420/400-grade(B420/400DWR) / 400G ribbed or deformed bar with minimum fy (ReH)=

420/400 MPa & tensile strength(fu or Rm) at least 525 Mpa, minimum elongation after

fracture and total elongation at maximum force is 16% and 8% respectively.

1.0% of this item

Tk 81.96

cft same as item- 08.F(b)

1.50% of this item

cft same as item- 08.F(a)

Tk 81.64

Tk 82.28

1.25% of this item

cft same as item- 08.E(a)

4th floor

cft same as item- 08.B(b)

1.25% of this item

Tk 81.00

16 OF 55


17/55

Item-10

CE's-11.1

CE's-11.1.5 Chittagong Teak

5 2 x 7.00ft 0.46ft 0.21ft = 6.76 cft

5 1 x 6.00ft 0.46ft 0.21ft = 2.90 cft

G.F 3 2 x 7.00ft 0.46ft 0.21ft = 4.06 cft

3 1 x 6.00ft 0.46ft 0.21ft = 1.74 cft

35 2 x 7.00ft 0.46ft 0.21ft = 47.33 cft

28 1 x 3.33ft 0.46ft 0.21ft = 9.01 cft

7 1 x 2.50ft 0.46ft 0.21ft = 1.69 cft

2 2 x 7.00ft 0.46ft 0.21ft = 2.70 cft

1 1 x 2.50ft 0.46ft 0.21ft = 0.24 cft

1 1 x 3.33ft 0.46ft 0.21ft = 0.32 cft

6 2 x 7.00ft 0.46ft 0.21ft = 8.11 cft

3 1 x 2.50ft 0.46ft 0.21ft = 0.72 cft

3 1 x 3.33ft 0.46ft 0.21ft = 0.97 cft

= 86.56 cft

= 2.45 cum

@ per cum = Tk 525861.51

Item-11

CE's-11.3

8 2 x 4 = 64.00 nos

35 2 x 4 = 280.00 nos

2 2 x 4 = 16.00 nos

6 2 x 4 = 48.00 nos

= 408.00 nos

@Tk 78.00 each = Tk 31824.00

Item-12

CE's-12.1


7 1 x 2.17ft x 6.83ft = 103.75 sft

2 1 x 2.17ft x 6.83ft = 29.64 sft

(iv) 3rd F: 3 nos Deputy Secretary room (new accomodation)

(iii) 3rd F: 3 nos Deputy Secretary room (new accomodation)

(i) F.F: 3 nos Members room (new accomodation) & others

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).

(iv) 3rd floor:

(ii) 1st floor:

Tk 214544.00

(iii) 2nd floor:

(i)GF: (-) 6'-0" level

Supplying, fitting and fixing 38 mm thick well matured, seasoned (min 10" wide

plank) solid wood single leaf door shutter having top rail style of sections 100 mm x

38 mm, lock rail 125 x 38 mm and bottom rail 225 x 38 mm. Closed joints with 25

mm x 12 mm size wooden peg 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 handle, 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)

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.

(ii) 2nd F: 2 nos Deputy Secretary room (new accomodation)

(iii) 2nd F: 2 nos Deputy Secretary room (new accomodation)

(ii) F.F: 3 nos Members room (new accomodation) & others

(i) G.F

17 OF 55


18/55

3 1 x 3.00ft x 6.83ft = 61.47 sft

3 1 x 2.17ft x 6.83ft = 44.46 sft

= 239.32 sft

= 22.23 sqm

@Tk 9836.00 per sqm = Tk 218690.36

Item-13

CE's-12.4


(i) Store

4 1 x 6.00ft x 6.83ft = 163.92 sft

(ii) G.F Vault3 1 x 5.67ft x 6.83ft = 116.18 sft

5 1 x 6.00ft x 6.83ft = 204.90 sft

= 485.00 sft

= 45.06 sqm

@Tk 12048.00 per sqm = Tk 542852.05

Item-14

CE's-12.7

CE's-12.7.1

(i)3 nos members accomodation

28 1 x 3.00ft x 6.83ft = 573.72 sft

2 1 x 3.00ft x 6.83ft = 40.98 sft

= 614.70 sft

= 57.11 sqm

@Tk 4156.00 per sqm = Tk 237336.79

Item-15

CE's-12.19

CE's-12.7.1

2nd floor 2 1 x 2.50ft x 2.25ft = 11.25 sft

3rd floor 3 1 x 2.50ft x 2.25ft = 16.88 sft

At level (-) 6'-0" to (-) 9'-0"

Burma Teak veneered

Supplying, fitting and fixing 36 mm thick and having density 400 kg/cum solid

particle board single leaf flush door for all floors for internal use made of well

matured mechanical seasoned Rubber (Malaysian timber) or other approved

wooden frame having finished size 35 x 50 mm around upon which 1.2 mm thick

veneer (total two Nos. of veneers one of 0.7 mm horizontally made of gorjon and

another of 0.5 mm vertically made of Burma Teak or Champa or Chapalish orGarjan wood) with necessary screws are pested on each side by mechanized

process and provided with best quality 4 Nos. 100 mm iron hinges, 2 Nos. best

quality 12 mm iron dia 300 mm and 225 mm long iron tower and socket bolts, 2

(two) Nos. heavy type nickel plated handles, hinged cleats, buffer blocks etc.

complete and accepted by the Engineer.

Supplying, fitt ing and fixing 38 mm thick well matured, natural seasoned (min 10"

wide plank) wooden double leaf panel door shutters. Top rail and styles of sections100 mm x 38 mm, lock rail 125 mm x 38 mm and bottom rail 225mm x 38 mm,

paneling 38 mm thick both sides raised, provided with best quality 6 Nos. 100 mm

iron hinges, 2 (two) Nos. best quality 12 mm dia 300 mm and 225 mm long iron

tower and socket bolts, 2 (two) Nos. heavy type nickel plated handle, 1 No. hatch-

bolt hinged cleats, buffer blocks and finished by sand papering, necessary screws

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

(Double leaf. All sizes of wood are finished)

Supplying, fitting and fixing of well matured louver shutter having 75.50mm x 38mm

size all around frame and inner horizontal wooden louver blade 65mm x 20mm

spaced @ 38mm c/c, fixed with frame in grooves including cost of nails, handle,

tower bolt, screws (brass fitting) etc. all complete in all respect as per drawing and

direction of the Engineer in charge.

False slab top

(iii) Presspart

(ii) 2 nos Deputy Secretary room (new accomodation)

18 OF 55


19/55

= 28.13 sft

= 2.61 sqm

@Tk 12417.00 per sqm = Tk 32444.08

Item-16

CE's-12.15.2

4 x 3.50 ft x 7.00 ft = 98.00 sft

= 9.10 sqm

@ Tk 4797.00 per sqm = Tk 43673.91

Item-17

CE's-12.21.2

= 124.40 sqm

@Tk 223.00 per sqm = Tk 27740.78

Item-18

CE's-12.22

18 1 = 18.00 nos

2 1 = 2.00 nos

3 1 = 3.00 nos

= 23.00 nos

@Tk 2014.00 each = Tk 46322.00

Item-19

CE's-12.23.2

8 1 = 8.00 nos

35 1 = 35.00 nos

2 1 = 2.00 nos

6 1 = 6.00 nos

= 51.00 nos

@Tk 767.00 each = Tk 39117.00

Item-20

CE's-13.4.1

1 1 x 19.50ft x 3.00ft = 58.50 sft

N/S 4 1 x 19.50ft x 7.00ft = 546.00 sft

1 1 x 8.00ft x 7.00ft = 56.00 sft

E/W 3 1 x 20.33ft x 7.00ft = 426.93 sft

1 1 x 10.00ft x 7.00ft = 70.00 sft

(i) G.F: (+) 3'-0"


Supplying, fitting, fixing window grills of any design made with 25 x 6 mm F.I. bar

including fabrication, welding, cost of electricity workshop charges, carriage, cutting

grooves, mending good the damages, tools and plants etc. complete for all floors

accepted by the Engineer. (Total weight per sqm should be min 42.88 kg. and addor deduct @ Tk. 35.00 for each kg. excess or less respectively)

SS fittings of door

Qty same as item no-12, 13, 14


Supplying, fitting and fixing M.S. door shutter made with 1.5 x 1.5 x angle outer frame,inner member1 x F.I. bar, cladding with 16 BWG M.S. sheet, hinged with 2 x 2 x M.S. angle Chowkat.

(i) G.F


Supplying, fitting and fixing Rim/ round door lock approved and accepted by the

Engineer.

Extra cost for using brass/ SS fittings in place of iron fitt ings in doors & windows for

all floors (super quality local).


Supplying, fitting and fixing of made in hydraulic door closer (big size) including all

necessary tools and accessories etc. all complete approved and accepted by the

Engineer.



(+) 7'-0"

(ii) F.F: 3 nos members accomodation & others:

19 OF 55


20/55

1 1 x 19.50ft x 3.00ft = 58.50 sft

2 1 x 21.00ft x 3.00ft = 126.00 sft

36 1 x 5.00ft x 4.50ft = 810.00 sft

1 1 x 12.00ft x 9.00ft = 108.00 sft

2 2 x 6.00ft x 4.50ft = 108.00 sft

1 2 x 6.00ft x 4.50ft = 54.00 sft

1 1 x 13.00ft x 4.50ft = 58.50 sft

1 1 x 12.17ft x 4.50ft = 54.77 sft

= 2535.20 sft

= 235.53 sqm

@Tk 2570.00 per sqm = Tk 605300.18

Item-21

CE's-14.2

14.2.2

Bronze colour

G.F 1 1 x 40.00ft x 10.50ft = 420.00 sft

2 2 x 6.00ft x 7.00ft = 168.00 sft

2 1 x 4.50ft x 7.00ft = 63.00 sft

F.F 1 1 x 22.00ft x 10.50ft = 231.00 sft

1 1 x 4.50ft x 7.00ft = 31.50 sft

= 913.50 sft

= 84.87 sqm

@Tk 5296.00 per sqm = Tk 449451.51

Item-22

(iii) 2nd F:2 nos Deputy Secretary room (new accomodation)


Supplying fitt ing and fixing of Aluminium swing door as per the U.S.Architectural

Aluminium Manufacturers Association (AAMA) standard specification having 1.8mm thick wall frame size 101.60 mm. 44.45 mm. 83.21 mm). 2.33 mm thick shutter

size (54 mm, 46 mm), 0.99 mm thick door glass bit (size 16.54 mm. 14.49 mm

0.115 kg/m), 2.5 mm thick clousure section (size 101.60 mm, 42.93 mm 1.2 mm),

106.60 mm clousure cover (0.45 kg/m), 4 mm thick floor bottom (size 101.60 mm.

12.70 mm 1 kg/m), 1.8 mm thick shutter bottom (size 82.6 mm, 43.99 mm, 0.60kg/m), 1.8 mm thick shutter top (size 51 mm, 43.99 mm, 1.88 kg/m) and 2.3 mm to

4.01 mm thick handle (size 101.60 mm, 38.10 mm, 25.40 mm short, 1.35 kg/m)

section of all aluminum members will be anodized to aluminium bronze/silver colour

with a coat not less than 15 micrones in thickness and density of 4 mg per square

cm etc. including all accessories like swing door clousure, swing door lock, swing

door mohiar, labour charge, fabrication, fitting fixing in position, carriage and

electricity charge keeping provision for fitting 5 mm thick glass including neoprene

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

(Total weight min 23 kg/m2)

Swing door with fixed partition

Size up to: 2100 mm x 2100 mm.

20 OF 55


21/55

CE's-14.4

14.4.2

Bronze colour

2 1 x 3.50ft x 7.00ft = 49.00 sft

1 1 x 7.50ft x 7.00ft = 52.50 sft

= 101.50 sft

= 9.43 sqm

@Tk 2075.00 per sqm = Tk 19566.38

Item-23

CE's-14.6

14.6.1.2 Size up to: 1500 mm x 1400 mm. (total weight minimum 9.081 kg)

Bronze colour

(i) 3 nos members accomodation

1 2 x 6.00ft x 4.50ft = 54.00 sft

1 1 x 13.00ft x 4.50ft = 58.50 sft

1 1 x 12.17ft x 4.50ft = 54.77 sft36 1 x 5.00ft x 4.50ft = 810.00 sft

= 977.27 sft (A)

2 2 x 6.00ft x 4.50ft = 108.00 sft (B)

2 1 x 6.33ft x 5.50ft = 69.63 sft (C)

3 1 x 9.75ft x 4.50ft = 131.63 sft

5 1 x 4.50ft x 4.50ft = 101.25 sft

= 232.88 sft (D)

Total = 1387.77 sft


Supplying, fitting and fixing of Aluminium sliding window as per the U.S.

Architectural Aluminium Manufacturers Association (AAMA) standard specificationhaving 1.2 mm thick outer bottom (size 75.50 mm, 32mm), 1.2 mm thick outer top

(size 75.50 mm, 16.80 mm), 1.2 mm thick shutter top (size 33 mm.26.80, 22 mm),

1.2 mm thick shutter bottom (size 60mm, 24.40 mm), 1.2 mm thick outer side (size

75.50 mm,19.90 mm), 1.2 mm thick sliding side (size 31 mm, 26 mm),1.2 mm thick

shutter lock (size 49.20 mm 26.20 mm) and 1.2 mm thick inter lock (size 34.40 mm,

32.10 mm) sections all aluminium members (total weight kg/sqm) 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 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


Supplying, fitting and fixing of Aluminium sliding doors as per the U.S. Architectural

Aluminium Manufacturers Association (AAMA) standard specification having 1.2mm thick outer bottom (size 75.50 mm, 17.79 mm, 0.528 kg/m), 1.2 mm thick outer

top (size 75.50 mm, 26.80 mm, 0.78 kg/m) 1.2 mm thick shutter top (size 33 mm,

26.80 mm, 0.536 kg/m), 1.2 mm shutter bottom (size 60 mm, 24 mm, 0.736 kg/m),

1.2 mm thick outer side(size 75.50 mm, 19.90 mm, 0.616 kg/m) 1.5 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 shutter divider (size 31.75 mm,

0.535 kg/m) sections all aluminium members (Total weight 14.789 kg) will be

anodized to aluminium bronze/silver colour with a coat not less than 15 microns in

thickness and density of 4 mg per square cm etc. including all accessories like

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

neoprene, bolts and nuts including sealants, keeping provision for fitting 5mm 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.

Size up to: 2100 mm x 2100 mm.

(iii) G.F

21 OF 55


22/55

= 128.93 sqm

@Tk 2370.00 per sqm = Tk 305556.94

14.6.2.2 Size up to: 900 mm x 1400 mm (total weight minimum 7.409 kg)

Bronze colour

2 1 x 6.33ft x 2.50ft = 31.65 sft

2 1 x 6.33ft x 2.00ft = 25.32 sft= 56.97 sft (E)

= 5.29 sqm

@Tk 3120.00 per sqm = Tk 16513.04

Item-24

CE's-14.11

14.11.2 Bronze colour

1 1 x 19.50ft x 3.00ft = 58.50 sft

N/S 4 1 x 19.50ft x 7.00ft = 546.00 sft

1 1 x 8.00ft x 7.00ft = 56.00 sft

E/W 3 1 x 20.33ft x 7.00ft = 426.93 sft

1 1 x 10.00ft x 7.00ft = 70.00 sft

1 1 x 19.50ft x 3.00ft = 58.50 sft

2 1 x 21.00ft x 3.00ft = 126.00 sft

= 1341.93 sft= 124.67 sqm (A)

Scrutinizer & moderation room

1 1 x 12.00ft x 9.00ft = 108.00 sft

1 2 x 7.50ft x 10.50ft = 157.50 sft

1 2 x 12.00ft x 10.50ft = 252.00 sft

3 6 x 6.00ft x 7.00ft = 756.00 sft

2 1 x 14.00ft x 7.00ft = 196.00 sft

= 1469.50 sft

= 136.52 sqm (B)

Total= A+B = 261.19 sqm

@Tk 3154.00 per sqm = Tk 823787.65

Item-25

CE's-14.14

CE's-14.14.2 (A) 5mm thick tinted glass

= 101.50 sft

= 1375.11 sft

= 1476.61 sft

= 913.50 sft

= 124.67 sft

Supplying, fitt ing and fixing in Aluminium door frames, windows, partitions andcurtain wall distortion free glass of approved quality and shade including cost of

fitt ing fixing all necessary accessories etc. complete in all respect as per drawing

and accepted by the Engineer.

Qty same as item no-21

Qty same as item no-24(A)


Qty same as item no-22

Qty same as item no-23(A+B+D+E)

(+) 7'-0"

(ii) F.F: 3 nos members accomodation & others:

(+) 3'-0"

Supplying fitting and fixing of Aluminium fixed fan light as per the U.S. Architectural

Aluminium Manufacturers Association (AAMA) standard specification mm, 0.313kg/m) 1.2 mm thick bottom cover (size 76.2 mm, 38.10 mm, 0.76 kg/m) and 2.5 mm

thick grouve cover section (size 57.15mm, 15.80 mm, 0.425 kg/m) and 1.2 thick top

and side section (76.20 mm, 16 mm, 38.10 mm, 0.961 kg/m) fixed with above

mentioned frames and all aluminium members (Total weight 5.365kg) 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, nut and bolt etc. complete in all respect as per drawing and


(i) G.F

22 OF 55


23/55

6 x 4.50 ft x 4.50 ft = 121.50 sft

2 x 6.33 ft x 2.50 ft = 31.65 sft

2 x 6.33 ft x 2.00 ft = 25.32 sft

3 x 9.75 ft x 4.50 ft = 131.63 sft

6 x 6.83 ft x 3.50 ft = 143.43 sft

2 x 7.50 ft x 5.50 ft = 82.50 sft2 x 2.25 ft x 5.50 ft = 24.75 sft

2 x 4.17 ft x 7.00 ft = 58.38 sft

1 x 5.75 ft x 7.00 ft = 40.25 sft

1 x 5.75 ft x 2.00 ft = 11.50 sft

1 x 4.00 ft x 7.00 ft = 28.00 sft

2 x 3.75 ft x 7.00 ft = 52.50 sft

= 751.41 sft

Total = 3266.18 sft

= 303.44 sqm

@Tk 1073.00 per sqm = Tk 325586.65

CE's-14.14.3 (B) 5mm thick frosted glass

= 1469.50 sft

= 108.00 sft

= 1577.50 sft

= 146.55 sqm

@Tk 1152.00 per sqm = Tk 168829.43

Item-26

Analysis rate

18 x 22.00 ft x 14.50 ft = 5742.00 sft

18 x 3.00 ft x 14.50 ft = 783.00 sft= 6525.00 sft= 606.19 s m

@ Tk 3951.00 per sqm = Tk 2395045.99Item-27

CE's-15.1

= 1551.00 sft

= 144.09 sqm (A)

@ per sqm = Tk 26512.82

= 4123.00 sft

42 x 2 x 0.42 ft x 3.50 ft = 123.48 sft

= 443.00 ft x 0.50 ft = 221.50 sft

42 x 0.42 ft x 0.83 ft = 14.64 sft

= 4482.62 sft

= 416.45 sqm (B)

@ per sqm = Tk 80374.01

(i) Scrutinizer & moderation room

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

both inner-and outer surface, 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 in all respect as per drawing and accepted by the Engineer.


Sft same as item -3B(B) x 2

Tk 184.00

6 mm thick tempered reflected glass

Top of wall

At level (+)80'-0"

Offset

Sft same as item -3C(B) x 2

Tk 193.00

At level (+) 25'-0"

Offset

At level (+) 7'-0" to (+) 25'-0"

(+) 7'-0" level

Supplying, fitting and fixing in Aluminium door frames, windows, partitions and curtain wall

tempered reflected glass of approved quality and shade including cost of fitt ing fixing all

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

Engineer.

Qty same as item no-23(B)

Qty same as item no-24(B)


Outside

23 OF 55


24/55

= 7980.38 sft

78 x 2 x 0.42 ft x 3.50 ft = 229.32 sft

= 1330.06 ft x 0.50 ft = 665.03 sft

78 x 0.42 ft x 0.83 ft = 27.19 sft

Stair & lift wall

Outside 2 x 28.92 ft x 10.50 ft = 607.32 sft

E/W 2 x 14.83 ft x 10.50 ft = 311.43 sft

Main Stair

N/S 2 x 46.00 ft x 10.50 ft = 966.00 sft

E/W 2 x 14.00 ft x 10.50 ft = 294.00 sft

Lift Portion

2 x 46.00 ft x 13.00 ft = 1196.00 sft

E/W 2 x 11.50 ft x 13.00 ft = 299.00 sft

= 12575.67 sft

= 1168.31 sqm ( C )

Inside plaster

N/S 4 x 25.50 ft x 10.50 ft = 1071.00 sft

E/W 2 x 12.50 ft x 10.50 ft = 262.50 sft

Main Stair

N/S 2 x 12.50 ft x 10.50 ft = 262.50 sft

E/W 2 x 20.50 ft x 10.50 ft = 430.50 sft

Electric room

N/S 2 x 6.50 ft x 10.50 ft = 136.50 sft

E/W 2 x 13.00 ft x 10.50 ft = 273.00 sft

= 2436.00 sft

= 226.31 sqm ( D )

= 1394.62 sqm ( E )

@ per sqm = Tk 365390.02

Item-28

CE's-15.2

Open terrece wall side

2 x 1 x 4.00 ft = 8.00 rft

N/s 2 x 9.58 ft = 19.16 rft

E/W 2 x 2 x 2.25 ft = 9.00 rft

N/s 2 x 2 x 41.50 ft = 166.00 rft

2 x 2 x 23.00 ft = 92.00 rft

2 x 2 x 13.00 ft = 52.00 rft

= 346.16 rft

= 173.08 sft

= 16.08 sqm

@ Tk 238.00 per sqm = Tk 3826.93

2 x 2 x 48.33 ft = 193.32 rft

2 x 2 x 39.82 ft = 159.28 rft

Oftset

2 x 2 x 6 x 1.67 ft = 40.08 rft

(+47'-0"to+58'-0"level) 392.68 rft

= 196.34 sft

47'-0"Level

Open terrace Skirting

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 finishingincluding 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. (Cement: CEM-II/A-M) Ground floor.


Top of wall

Offset

Total = (C+D)


Offset

Tk 262.00

Sft same as item -H(C) x 2

36'-0"Level

24 OF 55


25/55

= 18.24 sqm

@ Tk 247.00 sqm = Tk 4505.39

Item-29

CE's-15.4

4 x 2.00 ft x 19.50 ft x 10.00 ft = 1560.00 sft

1 x 0.83 ft x 8.00 ft x 10.00 ft = 66.40 sft

E/W sft

1 x 2.00 ft x 10.00 ft x 10.00 ft = 200.00 sft

3 x 2.00 ft x 20.33 ft x 10.00 ft = 1219.80 sft

0.5 4 25.00 ft x 0.83 ft x 3.50 ft = 145.25 sft

sft

2 x 2 x 9.67 ft x 0.50 ft = 19.34 sft


2 x 2 x 0.83 ft x 3.50 ft = 11.62 sft

2 x 2 x 5.92 ft x 3.50 ft = 82.88 sft

2 x 2 x 10.75 ft x 1.58 ft = 67.94 sft

2 x 2 x 6.17 ft x 3.58 ft = 88.35 sft

2 x 2 x 5.67 ft x 3.58 ft = 81.19 sft

sft

2 x 2 x 5.50 ft x 3.50 ft = 77.00 sft

2 x 2 x 5.50 ft x 4.00 ft = 88.00 sft

sft

1 x 2 x 34.67 ft x 3.17 ft = 219.81 sft

= 4120.99 sft

3 1 x 6.33 ft x 10.00 ft = 189.90 sft1 1 x 7.25 ft x 14.00 ft = 101.50 sft

= 291.40 sft

= 9017.84 sft

= 13430.23 sft

= 1247.70 sqm

@ per sqm = Tk 200879.48

3 1 x 6.33 ft x 10.00 ft = 189.90 sft

1 1 x 7.25 ft x 14.00 ft = 101.50 sft

= 291.40 sft

= 20844.64 sft

= 21136.04 sft= 1963.59 sqm

@ per sqm = Tk 333809.66

Lift door gap

2 2 x 5.00ft x 9.00ft = 180.00 sft

E/W 2 2 x 22.00 ft x 10.00 ft = 880.00 sft

2 2 x 20.00 ft x 10.00 ft = 800.00 sft

N/S 2 2 x 11.50 ft x 10.00 ft = 460.00 sft

2 1 x 9.50 ft x 10.00 ft = 190.00 sft

At level (+) 7'-0"

ii) At level (-) 6'-0"

Sft same as item -3B(A) x 2


Middle stair grid-16

(East west side)

i) Duct wall

C) At level (+) 25'-0"

Tk 170.00



A) G.F

Minimum 12 mm thick cement sand (F.M. 1.2) plaster (1:6) having with fresh cement to wall

both inner-and outer surface, 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 in all respect as per drawing and accepted by the Engineer.


B) FF: At level (+) 14'-0" (3 nos members accomodation)

Tk 161.00

Sft same as item -3(A) x 2

i) Duct wall

25 OF 55


26/55

2 1 x 10.50 ft x 10.00 ft = 210.00 sft

2 2 x 3.50 ft x 10.00 ft = 140.00 sft

= 2860.00 sft

Door -2 x 3.33 ft x 7.00 ft = -46.62 sft

-2 x 2.50 ft x 7.00 ft = -35.00 sft

-2 x 3.50 ft x 7.00 ft = -49.00 sft

Window -4 x 6.00 ft x 4.50 ft = -108.00 sft= 2621.38 sft

= 243.53 sqm

@ per sqm = Tk 43592.25

Lift door gap

2 2 x 5.00ft x 9.00ft = 180.00 sft

E/W 1 x 21.58 ft x 10.50 ft = 226.59 sft

1 x 8.83 ft x 10.50 ft = 92.72 sft

N/S 1 x 14.75 ft x 10.50 ft = 154.88 sft

1 x 12.17 ft x 10.50 ft = 127.79 sft

E/W 1 x 20.33 ft x 10.50 ft = 213.47 sft1 x 16.58 ft x 10.50 ft = 174.09 sft

N/S 2 x 13.00 ft x 10.50 ft = 273.00 sft

1 x 8.00 ft x 10.50 ft = 84.00 sft

Toilet inside 1 x 7.00 ft x 8.00 ft = 56.00 sft

= 1582.52 sft

= 147.02 sqm (A)

@ persqm = Tk 27639.70

Lift door gap

2 2 x 5.00ft x 9.00ft = 180.00 sft

= 16.72 sqm

@ persqm = Tk 3294.31

Lift door gap2 2 x 5.00ft x 9.00ft = 180.00 sft

= 16.72 sqm

@ persqm = Tk 3444.82

Lift door gap

2 2 x 5.00ft x 9.00ft = 180.00 sft

= 16.72 sqm

@ persqm = Tk 3846.15

Item-30

CE's-15.5

= 2518.09 sft

= 233.94 sqm (A)

@ per sqm = Tk 35558.30

= 2100.76 sft

= 195.17 sqm (A)

E) 4th floor: At level (+) 47'-0"

Tk 197.00

F) 5th floor: At level (+) 58'-0"

Tk 206.00

G) 6th floor: At level (+) 69'-0"


Tk 230.00

Minimum 6 mm thick cement sand (F.M. 1.2) plaster (1:4) with fresh cement to ceiling

R.C.C. columns, beams, surface of stair case, sunshades, cornices, railings, drop wall,

louvers, fins and finishing the corners 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.


DS room attached to exam. Controller (Non-Cadre)

Tk 188.00

DS room attached to exam. Controller (cadre)


Tk 179.00

A) G.F:

Sft same as item- 8.B(a-ii)+8.E(a-ii)

Sft same as item- 8.B(b-ii)

Tk 152.00

Deduct

B) F.F:

26 OF 55


27/55

@ per sqm = Tk 31421.62

= 1161.10 sft

14 x 3.00 ft x 2.00 ft = 84.00 sft

9 x 1.67 ft x 3.00 ft = 45.09 sft

10 x = 33.96 sft

= 1324.15 sft

= 123.02 sqm (A)

= 1362.46 sft

= 126.58 sqm (B)

Total = 249.59 sqm (C)

@ per sqm = Tk 42430.77

= 2372.66 sft

= 220.43 sqm (A)

@ per sqm = Tk 39456.11

= 1022.80 sft

= 95.02 sqm (A)

@ per sqm = Tk 17008.58

= 3530.70 sft

15 x 3.00 ft x 2.00 ft = 90.00 sft

21 x 1.67 ft x 3.00 ft = 105.21 sft

= 3725.91 sft

= 346.15 sqm (A)

Cornice 2 1 x 48.00 ft x 1.00 ft = 96.00 sftN/S 2 1 x 49.00 ft x 1.50 ft = 147.00 sft

E/W 2 1 x 11.50 ft x 1.00 ft = 23.00 sft

2 1 x 11.50 ft x 1.50 ft = 34.50 sft

side 2 1 x 48.00 ft x 0.67 ft = 64.32 sft

2 1 x 49.00 ft x 0.42 ft = 41.16 sft

E/W 2 1 x 13.50 ft x 0.67 ft = 18.09 sft

2 1 x 14.50 ft x 0.42 ft = 12.18 sft

N/S 2 2 x 27.25 ft x 1.50 ft = 163.50 sft

E/W 2 2 x 14.50 ft x 1.50 ft = 87.00 sft

side 2 2 x 27.25 ft x 0.42 ft = 45.78 sft

2 2 x 14.50 ft x 0.42 ft = 24.36 sft

N/S 2 1 x 48.00 ft x 1.50 ft = 144.00 sft

E/W 2 1 x 14.00 ft x 1.50 ft = 42.00 sft

side 2 1 x 48.00 ft x 0.42 ft = 40.32 sft

2 1 x 17.25 ft x 0.42 ft = 14.49 sft

1 1 x 9.50 ft x 17.00 ft = 161.50 sft

Sft same as item- 8.A(b-ii)

F) 7th. F:

Sft same as item- 8.B(d-ii)+8.C(c-ii)+8.F(b-ii)

Tk 179.00

E) 4th. F:

Sft same as item- 8.C(d-ii)

Sft same as item- 8.B(b-ii)+8.C(b-ii)+8.F(a-ii)

Top of column

(3.14 x 2.08 x 2.08/4)

Tk 161.00

C) 2nd. F:

D) 3rd. F:

Tk 179.00

Sft same as item- 8.A(a-ii)

Tk 170.00

Lift 1st roof & 2nd roof bottom: slab, cornice, side

Stair Chillakota S-E & N-W: Slab, cornice, side

RCC wall

Main Stair Chillakota: Slab, cornice, side

Inside Lift room (North part)

At level (+)80'-0"

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N/S 2 1 x 17.00 ft x 7.75 ft = 263.50 sft

E/W 2 1 x 9.50 ft x 7.75 ft = 147.25 sft

2 1 x 7.50 ft x 1.50 ft = 22.50 sft

Electric room ceiling

2 1 x 13.50 ft x 6.50 ft = 175.50 sft

1 1 x 21.00 ft x 13.50 ft = 283.50 sft

2 1 x 26.50 ft x 13.50 ft = 715.50 sft

= 2766.95 sft

= 257.06 sqm (B)

Total = 603.20 sqm (C)

@ per sqm = Tk 130291.51

Item-31

Analysis rate

(A)

= 1 x 69.50 ft x 180.00 ft = 12510.00 sft

= 1 x 43.50 ft x 90.00 ft = 3915.00 sft

= 16425.00 sft (A)

(B)

= 16320.00 sft

= 355.61 ft x 0.42 ft = 149.36 sft

1 x 19.00 ft x 12.00 ft = 228.00 sft

2 x 17.50 ft x 12.00 ft = 420.00 sft


21 x 1.67 ft x 3.00 ft = 105.21 sft

2 x 19.00 ft x 1.00 ft = 38.00 sft

4 x 9.50 ft x 1.00 ft = 38.00 sft

4 x 3.00 ft x 1.00 ft = 12.00 sft

2 x 2.00 ft x 1.00 ft = 4.00 sft

2 x 3.00 ft x 1.00 ft = 6.00 sft

Main stair wall

1 x 21.00 ft x 1.00 ft = 21.00 sft

Electric room wall

2 x 11.00 ft x 1.00 ft = 22.00 sft


4 x 8.00 ft x 1.17 ft = 37.44 sft

4 x 6.50 ft x 1.17 ft = 30.42 sft

4 x 12.00 ft x 0.42 ft = 20.16 sft

2 x 15.00 ft x 0.42 ft = 12.60 sft

2 x 16.00 ft x 0.42 ft = 13.44 sft

Main stair attached:

2 x 10.00 ft x 0.42 ft = 8.40 sft

2 x 5.00 ft x 0.42 ft = 4.20 sft

1 x 16.00 ft x 0.42 ft = 6.72 sft

Lift:Column:

R.C.C wall:

Lift wall:

Shear w

Brick/W

At level (+) 80'-0"

Sft as per Architectural plan

Deduct:

5" brick wall

Stair:

Grid 13 to 16 (D to L)

Grid 16 to 18

At level (+) 25'-0"

75 mm thick cement concrete (C.C) works with 25 mm x 25 mm mesh expanded metal

using 1st class brick chips of proportion 1:2:4 with net cement finishing on roof 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. as per direction of Engineer-in-charge

Tk 216.00

Beam side

Stair room: Main & S-E & N-W stair

28 OF 55


29/55

(-) = 1605.95 sft

= 14714.05 sft (B)

= 31139.05 sft

= 2892.89 sqm

@ per sqm = Tk 3020175.79

Item-32

CE's-03.5.2

A

2 x 69.50 ft = 139.00 rft2 x 180.00 ft = 360.00 rft2 x 43.50 ft = 87.00 rft2 x 90.00 ft = 180.00 rft

14 x 2 x 3.00 ft = 84.00 rft14 x 2 x 2.00 ft = 56.00 rft

9 x 2 x 3.00 ft = 54.00 rft9 x 2 x 1.67 ft = 30.06 rft

10 x 1 x 6.53 ft = 65.30 rft= 1055.36 rft

0.50 x 1055.36 x 0.42 ft x 0.50 ft = 110.81 cft AB

E/W 4 x 159.17 ft = 636.68 rftN/S 4 x 47.17 ft = 188.68 rft

8 x 1.50 ft = 12.00 rft4 x 14.00 ft = 56.00 rft2 x 11.08 ft = 22.16 rft2 x 46.00 ft = 92.00 rft

= 1007.52 rftDeduct: Lift core 2 x 19.50 ft = 39.00 rft

= 968.52 rft0.50 x 968.52 x 0.42 ft x 0.50 ft = 101.69 cft (B)

15 x 2 x 3.83 ft = 114.90 rft15 x 2 x 2.00 ft = 60.00 rft21 x 2 x 3.83 ft = 160.86 rft21 x 2 x 1.67 ft = 70.14 rft

= 405.90 rft0.50 x 405.90 x 0.42 ft x 0.50 ft = 42.62 cft (C)

= 255.13 cft= 7.22 cum

er cum = Tk 45932.23Item-33

Tk 1044.00

Total = (A+B)

Stair attached:Lift attached:

Column Side :

Total = (A + B + C)

Tk 6358.00

Mass concrete in floor (1:2:4) with brick chips and local sand of F.M. 1.2

Column Side :

At level (+) 80'-0"Ghoondy

Mass concrete (1:2:4) 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)

At level (+) 25'-0"Ghoondy

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CE's-19.1.3

2 x 8.00 ft x 7.00 ft = 112.00 sft

= 10.41 sqm

@ Tk 4236.00 per sqm = Tk 44075.81

Item-34

CE's-16.6

12 x 7.00 ft = 84.00 rft

= 25.60 rm

@ Tk 816.00 per rm = Tk 20891.19

Item-35

CE's-16.6

= 168.00 sft

12 x 0.50 ft x 7.00 ft = 42.00 sft

6 x 3.00 ft x 7.00 ft = 126.00 sft

= 2535.20 sft

= 2871.20 sft

= 266.74 sqm

@ Tk 150.00 per sqm = Tk 40011.08

Item-36

CE's-16.8.2

1 x 176.00 ft x 69.00 ft = 12144.00 sft

Wall 2 4 x 20.00 ft x 12.00 ft = 1920.00 sft

A) At level (-) 6'-0"

At level (+) 7'-0"

Manufacturing, supplying, fitting and fixing M.S. tube (angle box) post (bottom end

bifurcated) made by thorough welding of two Nos. 38 x 38 x 6 mm M.S. angle and verticallyplacing the post into C.C. or R.C.C. foundation including cutting angle to required shape

and size including covering the top of the post with 6 mm thick M.S. plate etc. all complete

as per drawing. (Rate is excluding the cost of C.C./R.C.C. foundation and paint)

Chillakota

Member & DS

Plastic emulsion paint of approved best quality and colour delivered from authorized localagent of the manufacturer in a sealed container, applying to wall and ceiling in two coats

over lime putty of specified brand applied on primer or sealer elapsing specified time for

drying/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. Lime putty to be applied as per manufacturer

instructions approved and accepted by the Engineer.

Ceiling

sft same as item- 20

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 approved and accepted by the Engineer.

Manufacturing, supplying, fitting and fixing collapsible gate of any design and shape made

of 3/4" x 3/4" x 1/8" channel placed @ 112 mm c/c vertically and connecting the same with

each other by 20 x 3 mm M.S flat bar scissors 525 mm/ 600 mm long provided in 3 rows

including cutting the different M.S. members to required sizes, fabricating, welding, riveting

with required size rivets, providing required size wheels, pulling handles on both sides,

suitable locking arrangement, electrodes, grease and finally placing the same in position in

between 2 (two) Nos. 50 x 50 x 6 mm M.S. Tee rail made by welding 2 Nos. 50 x 6 mm M.S.

flat bar fitted and fixed at top and bottom with R.C.C. lintel/roof slab, floors and side wall

with required Nos. 150 mm to 225 mm long 38 x 6 mm M.S. flat bar clamps one end welded

with the gate member and the other end bifurcated and embedded in C.C. at the respective

point including cutting holes and mending good the damages by pouring concrete (1:2:4)

into the holes and finishing, etc complete, painting 2 (two) coats with approved best quality

synthetic enamel paint over a coat of anticorrosive painting, both end carriage, including

greasing, electrodes, curing etc. complete as per drawing and design and accepted by the

Engineer.(Rate is excluding the cost of paint).

sft same as item- 14x1.5

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2 2 x 20.00 ft x 8.00 ft = 640.00 sft

= 14704.00 sft

= 1366.03 sqm

1 x 180.00 ft x 70.00 ft = 12600.00 sft

BeamN/S 2 21 x 19.50 ft x 1.50 ft = 1228.50 sft

Rib 2 7 x 19.50 ft x 1.50 ft = 409.50 sft

E/W 2 32 x 20.00 ft x 1.50 ft = 1920.00 sft

Wall 2 1 x 45.00 ft x 17.50 ft = 1575.00 sft

Vault room

Wall N/S 1 1 x 13.00 ft x 17.50 ft = 227.50 sft

1 1 x 12.75 ft x 17.50 ft = 223.13 sft

1 1 x 11.58 ft x 17.50 ft = 202.65 sft

1 1 x 11.83 ft x 17.50 ft = 207.03 sft

E/W 1 1 x 12.17 ft x 17.50 ft = 212.98 sft

1 1 x 10.25 ft x 17.50 ft = 179.38 sft


Self 1 2 x 10.25 ft x 6.00 ft = 123.00 sft

Colm 25 1 x 10.50 ft x 17.50 ft = 4593.75 sft

Porch

1 x 90.00 ft x 44.00 ft = 3960.00 sft

Beam

N/S 15 2 x 42.00 ft x 2.63 ft = 3313.80 sft

2 1 x 42.00 ft x 3.00 ft = 252.00 sft

2 1 x 42.00 ft x 2.92 ft = 245.28 sft

E/W 2 1 x 86.00 ft x 2.92 ft = 502.24 sft

7 2 x 86.00 ft x 2.63 ft = 3166.52 sft

Colm 5 1 x 10.50 ft x 17.67 ft = 927.68 sft

= 36473.82 sft

= 3388.50 sqm

= 370.40 sqm

= 3652.00 sqm

= 1128.18 sqm

= 9905.12 sqm

@ Tk 186.00 per sqm = Tk 1842352.12

Item-37

CE's-16.4

= 1584.75 sqm

= 469.16 sqm

2 x 9.17 ft x 22.00 ft = 403.48 sft

2 x 13.42 ft x 22.00 ft = 590.48 sft

3 x 32.00 ft x 22.00 ft = 2112.00 sft

4 x 6.17 ft x 22.00 ft = 542.96 sft

3 x 9.33 ft x 22.00 ft = 615.78 sft

4 x 3.33 ft x 22.00 ft = 293.04 sft

1 x 30.50 ft x 22.00 ft = 671.00 sft

2 x 17.50 ft x 22.00 ft = 770.00 sft

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 loors and accepted by the Engineer.

Sqm same as item-27 (B+C)

Sqm same as item- 30 (A + B + C(B)+D+E+F(B))

East- West side

Outside +3'-0" to +25'-0" level

Sqm same as item- 27 (A+D)

Sqm same as item- 29

B) At level (+) 7'-0" & Porch

Ceiling

Grid-13 to 16

Ceiling

Sqm same as item-30(C(B)+F(B))

31 OF 55


32/55

2 x 12.17 ft x 22.00 ft = 535.48 sft

Southside 2 x 7.75 ft x 22.00 ft = 341.00 sft

2 x 2.42 ft x 22.00 ft = 106.48 sft

2 x 9.75 ft x 22.00 ft = 429.00 sft

2 x 12.25 ft x 22.00 ft = 539.00 sft

2 x 8.33 ft x 22.00 ft = 366.52 sft


Beam E/W 12 x 9.67 ft x 2.17 ft = 251.81 sft

9 x 9.67 ft x 1.00 ft = 87.03 sft

4 x 9.75 ft x 1.00 ft = 39.00 sft

Drop Bott. 1 x 65.50 ft x 3.33 ft = 218.12 sft

Southside Ceil 1 x 65.50 ft x 6.00 ft = 393.00 sft

2 x 6.00 ft x 1.50 ft = 18.00 sft

4 x 4.00 ft x 1.50 ft = 24.00 sft

1 x 65.50 ft x 3.00 ft = 196.50 sft

West & East side

Curve line 2 x 49.00 ft x 4.50 ft = 441.00 sft

16 x 2.33 ft x 0.50 ft = 18.64 sft

2 x 49.00 ft x 4.00 ft = 392.00 sft

2 x 44.50 ft x 0.50 ft = 44.50 sft

4 x 2.00 ft x 0.50 ft = 4.00 sft

2 x 1.00 ft x 0.50 ft = 1.00 sft

Deduct: Door/ Window

E & W side -8 x 4.50ft x 4.50ft = -162.00 sft

-4 x 6.33ft x 2.50ft = -63.30 sft

-4 x 6.33ft x 2.00ft = -50.64 sft

-3 x 7.50ft x 5.50ft = -123.75 sft

-2 x 6.25ft x 5.50ft = -68.75 sft

-5 x 14.33ft x 6.83ft = -489.37 sft

-3 x 9.67ft x 6.83ft = -198.14 sft

-1 x 3.00ft x 7.00ft = -21.00 sft

-2 x 8.00ft x 2.25ft = -36.00 sft

-4 x 9.75ft x 4.50ft = -175.50 sft

-2 x 3.00ft x 3.83ft = -22.98 sft

-1 x 3.00ft x 3.83ft = -11.49 sft

-1 x 3.00ft x 14.00ft = -42.00 sft

= 9401.63 sft

= 873.43 sqm

Total = 2927.35 sqm

@ per sqm = Tk 485940.02

Item-38

CE's-16.7


Ceil. 2 1 x 21.00 ft x 11.25 ft = 472.50 sft

Door -2 x 3.00 ft x 7.00 ft = -42.00 sft-1 x 9.75 ft x 4.50 ft = -43.88 sft-1 x 4.00 ft x 4.50 ft = -18.00 sft

Tk 166.00

Grid-7H col

Store room south east

Deduction

Beam

Curve wall

Approved best quality and colour synthetic polyvinyl distemper delivered from authorized

local agent of the manufacturer in a sealed container, applying to wall and ceiling in 2 coats

over a coat of brand specified primer or sealer elapsing specified time for drying/ recoating

matt finish including cleaning and sand papering making the surface free from loose and

flaky materials, dirt, grease, wax, polish, scraping all chalked and scaled materials, applyingthe paint by brush/roller and necessary scaffolding etc. all complete in all floors accepted

by the Engineer.

A) At level (+) 3'-0"

32 OF 55


33/55

Ceil. 1 1 x 43.00 ft x 44.50 ft = 1913.50 sftBeam 2 4 x 20.33 ft x 1.50 ft = 243.96 sft

2 2 x 19.54 ft x 1.50 ft = 117.24 sftColm 1 1 x 10.50 ft x 21.50 ft = 225.75 sft

1 1 x 7.83 ft x 21.50 ft = 168.35 sftwall 2 1 x 44.50 ft x 21.00 ft = 1869.00 sft

cobla 4 1 x 0.42 ft x 21.00 ft = 35.28 sft1 1 x 43.00 ft x 21.50 ft = 924.50 sft

Door -1 x 19.50 ft x 2.17 ft = -42.32 sftwall 2 2 x 4.50 ft x 9.17 ft = 165.06 sft


Door -4 x 8.00 ft x 7.00 ft = -224.00 sft-4 x 8.00 ft x 2.00 ft = -64.00 sft-4 x 5.50 ft x 2.00 ft = -44.00 sft-1 x 19.25 ft x 2.00 ft = -38.50 sft

= 7620.77 sft= 707.99 sqm

@ Tk 122.00 per sqm = Tk 86374.40Item-39

CE's-16.14

(i) Store

4 2.5 x 6.00ft x 6.83ft = 409.80 sft

(ii) G.F Vault

3 2.5 x 6.00ft x 7.00ft = 315.00 sft

5 2.5 x 6.00ft x 6.83ft = 512.25 sft

= 1237.05 sft

(i) North side hallroom attached officers toilet

Door 5 1.25 x 2.50ft x 7.00ft = 109.38 sft

2 1.25 x 3.00ft x 7.00ft = 52.50 sft

4 2.5 x 3.00ft x 7.00ft = 210.00 sft

2 2.5 x 6.00ft x 7.00ft = 210.00 sft

Door 2 1.25 x 3.00ft x 7.00ft = 52.50 sft

2 1.25 x 2.50ft x 7.00ft = 43.75 sft

= 678.13 sft

(i) Sft qnty. Same as ground floor = 678.13 sft(ii)3 nos members accomodation

28 2.5 x 3.00ft x 6.83ft = 1434.30 sft

5 2.5 x 2.17ft x 6.83ft = 185.26 sft

= 2297.69 sft

Door 2 2.5 x 7.00ft x 3.33ft = 116.55 sft

2 1.25 x 7.00ft x 2.50ft = 43.75 sft

Sub-station

(iii) Presspart


At 2nd floor

At level (-) 6'-0" to (-) 9'-0"

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.

At ground floor

(ii) Porchside

At first floor

Deduction

Deduction

33 OF 55


34/55

Louv. 2 2.5 x 2.50ft x 2.25ft = 28.13 sft

= 188.43 sft

Total = 4401.29 sft

= 408.89 sqm

@ per sqm = Tk 94044.63

Item-40

CE's-18.2.3

3 22.00 ft x 22.08 ft = 1457.28 sft

Scrutinize & Moderate room

1 45.00 ft x 40.00 ft = 1800.00 sft

1 42.50 ft x 23.08 ft = 980.90 sft

1 19.00 ft x 21.50 ft = 408.50 sft

1 19.00 ft x 20.67 ft = 392.73 sft

1 39.08 ft x 42.83 ft = 1673.80 sft2 4.75 ft x 5.83 ft = 55.39 sft

1 6.00 ft x 7.58 ft = 45.48 sft

1 15.50 ft x 21.67 ft = 335.89 sft

1 8.00 ft x 9.00 ft = 72.00 sft

1 20.67 ft x 12.00 ft = 248.04 sft

1 5.08 ft x 8.50 ft = 43.18 sft

1 13.67 ft x 21.17 ft = 289.39 sft

1 13.83 ft x 21.17 ft = 292.78 sft

2 13.58 ft x 12.75 ft = 346.29 sft

2 13.58 ft x 12.75 ft = 346.29 sft

2 13.58 ft x 12.75 ft = 346.29 sft

1 25.75 ft x 32.75 ft = 843.31 sft

1 12.50 ft x 12.75 ft = 159.38 sft

1 9.25 ft x 12.33 ft = 114.05 sft

1 6.83 ft x 8.00 ft = 54.64 sft

1 23.08 ft x 31.83 ft = 734.64 sft

1 24.67 ft x 24.83 ft = 612.56 sft

1 7.58 ft x 8.08 ft = 61.25 sft

1 24.67 ft x 24.83 ft = 612.56 sft

1 7.58 ft x 8.08 ft = 61.25 sft

1 24.67 ft x 24.83 ft = 612.56 sft

1 7.58 ft x 8.08 ft = 61.25 sft

1 24.67 ft x 24.83 ft = 612.56 sft

1 7.58 ft x 8.08 ft = 61.25 sft

1 24.67 ft x 24.83 ft = 612.56 sft

1 7.58 ft x 8.08 ft = 61.25 sft

1 24.67 ft x 24.83 ft = 612.56 sft

1 7.58 ft x 8.08 ft = 61.25 sft

1 24.67 ft x 24.83 ft = 612.56 sft

1 7.58 ft x 8.08 ft = 61.25 sft

Supplying, fitting and fixing of 9 mm thick perforated gypsum board false ceiling with

aluminium T bar frame in natural anodized frame at 600 mm x 600 mm grid suspended

from ceiling by 12 SWG double ply G.I. Wire

Rest room

Member (N-W)

Rest room

Member (N-E)

Rest room

(+) 69'-0" Level

Member (N-E)

Rest room

(+) 58'-0" Level

Member (S-W)

Rest room

Member (S-E)

Rest room

Conference

Member (S-W)

Rest room

Member (N-W)

Rest room

Exam. Contr. Non-Cadre

D.S room(S-W)

D.S room(S-E)

Director room(S-E)(+) 47'-0" Level

Chairman room

(+) 36'-0" Level

Secretary room

Rest room

J.S room

Rest room

Exam. Contr. Cadre

(+) 25'-0" Level

Commission room

Meeting room

Lobby

Library

Member

(+) 14'-0" Level: 3 nos members room (new accomodation)

Tk 230.00

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1 24.67 ft x 24.83 ft = 612.56 sft

1 7.58 ft x 8.08 ft = 61.25 sft

1 24.67 ft x 24.83 ft = 612.56 sft

1 7.58 ft x 8.08 ft = 61.25 sft

1 24.67 ft x 24.83 ft = 612.56 sft

1 7.58 ft x 8.08 ft = 61.25 sft

1 24.67 ft x 24.83 ft = 612.56 sft1 7.58 ft x 8.08 ft = 61.25 sft

4 19.50 ft x 46.00 ft = 3588.00 sft

4 8.00 ft x 11.50 ft = 368.00 sft

8 4.50 ft x 13

Documents

Remaining works of superstructure-18-09-12.xls