Excel Estimate Sample Xls

Page no 1

1

(CE 5.a )

02.1.1 125 '- 0 " ' -0 " sft

sqm 7.00 / sqm = TK 0.167 lac

2(CE 5 )

CE 5 c

02.1.3 area of excavation = 125 '- 0 " ' 0 " sft

upto 1.5 mm depth 5 ' - 0 " cft

cum 46.00 / cum = TK 1.669 lac

CE 5 f

02.1.61.50 m to 2.0 m depth 1 ' - 8 " cft

cum 53.00 / cum = TK 0.642 lac

1.50 m to 2.0 m depth 1 ' - 6 " cftcum 60.00 / cum = TK 0.653 lac

( Total earth work = cft )

3(A)

(CE 6a )

2.2 hours 178.00 / hour = TK 0.178 lac

3(B)

(CE 6c )

2.4

rm 252.00 / rm = TK 0.509 lac

3(C)

(CE 6d )

2.5

250 '- 0 " ' -2 " sft

410 '- 0 " ' -2 " sft

sft

sqm 390.00 / sqm = TK 1.953 lac

4

CE 11 a3.1

125 '- 0 " ' -0 " sft

deduction : Pile area 850 X 1'- 2" sft

sft

sqm 162.00 / sqm = TK 3.682 lac

25625.00 X

X

=

1211.944

X 8

=X 8

Extra Rate for each additional 0.5 meter depth exceeding 1.5 meter

=

42793.75

= 38437.5

25625.00

@ Tk

X

= Marked A

Earth work in excavation in all kinds of soil for foundation trenches in/c. layout, providing center lines, local bench-

mark pillars, leveling, ramming and preparing the base, fixing bamboo spikes & marking layout with chalk powder,

providing necessary tools and plants, protecting and maintaining the trench dry etc., stacking, cleaning the excavated

earth at a safe distance of out of the area enclosed by the layout etc. all complete and accepted by the Engineer,

subject to submit method statement of carrying out excavation work to the Engineer for approval. However, Engineer's

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

Earthwork in excavation in foundation trenches up to 1.5 m depth and maximum 10 m lead : In medium stiff clayey soil.

X 205 25625.00

Name of work : Construction of IBRAHIM MEDICAL COLLEGE at Darussalam, Mirpur, Dhaka.

Sub Head : Construction of Academic Building with ancillary works.

Part A : Civil construction work of Academic Building.

= 2380.62 @ Tk

Layout and marking for earthwork in excavation in foundation accepted by the Engineer. ( Plinth area of the structure

shall be considered for measurement ).

X 205 = 25625.00

=

@ Tk

= 24467.39

25625.00

One layer of brick flat soling in foundation or in floor with 1st class or picked jhama bricks in/c preparation of bed and

filling the interstices with local sand, leveling in/c the supply of water, electricity and other charges and costs of tools and

plants etc. all complete and accepted by the Engineer.

@ Tk

( Marked B )

205

X

2273.08

@ Tk

= 100

Supplying wooden ballah having an average diameter not less than 150 mm with a minimum end diameter of 100

mm for retaining purpose and driving to a depth as per design and drawing by any method including all arrangements

for staging, hoisting, carrying etc. complete and accepted by the Engineer.

@ Tk

=

=

X

1088.573

Palisding work by supplying bitumen drum sheet walling tied with 20 BWG G.I. Wire fixing the same with already

driven borrak bamboo posts with half split borrak bamboo runners @ 450 c/c horizontally with iron nails, G.I wire etc. All

complete and accepted by the Engineer. ( Rate is excluding the cost of bamboo post )

=

@ Tk

= 202

Bailing out of water caused by inundation or rain, by pump from foundation trenches.

1157.606

3349.70

= 2041.67

500.87

170918.8

= 5391.37

1' - 2"

128125

= 3628.575

@ Tk

=

=25625.00

Page no 2

5

CE 12.a.i

3.4.1

Basement lift side

2X

30 '- 0 " ' -0 " sft

sft

Total sft X 0 ' - "

cft

cum /cum = TK 7.150 lac

6

CE 58

(A)

CE 58a07.21.1

Basement wall 2 X 190 ' - 0 " =2 X 60 ' - 0 " =

2 X 3.1 25 ' =

Ramp wall 1 X 60 ' - 0 " =

=

= X sft

=

Sides of pile cap

PC 12 28 X 45 ' - 0 " =

PC 7 6 X 29 ' - 0 " =

PC 10 12 X 43 ' - 0 " =

PC 14 20 X 42 ' - 2 " =

PC 3 10 X 16 ' - 9 " =

PC 9 2 X 38 ' - 0 " =

PC 6 4 X 31 ' - 0 " =

=

= X 3' - 9"

=

Total =

= /sqm = TK 12.742 lac

(B)

(CE 58b )

07.21.2

sft 43490.52

sqm 648.00 / sqm = TK 14.730 lac 4040.368

7(A)

(CE 8a )

02.10.1

Below basement slab & between pile caps

sft

Deduct, pile cap sftsft X 3 ' - "

cft

quantity same as mark B of Item 4

From Item 10(A) 8424.83=9

=

Mark E

@ Tk

325847.39

6461.85

183.00

1380.00

24467.39

Mass concrete (1:3:6) in foundation 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 in/c the supply of water, electricity and

other charges and costs of tools and plants etc. all complete and accepted by the Engineer.

Water proofing membrane on made up surface below the floor or below the horizontal surfaces below grades with

temporary protective cover using polysterene / 1.5 " thick sand - cement mortar in 4 : 1 / or by equally effective

alternative ( rate is excluding the cost of protective cover which to be paid as per corresponding items)

1767.29 sqm 721.00

717.00

X 23

Mark D

Supplying, best quality pliable, cold applied pre-formed self adhesive rubberized/ bituminous water proofing

membrane of approved brand / origin / manufacturer from an authorized local agent or manufacturer having minimum

thickness 1.5 mm, lined with 2 ply cross laminated high density polyethylene film performances and properties all

conforming to ASTM standards and laying, placing, fixing on made up firm and dry surfaces free from hollows, sharp

protrusions, contaminates etc. laid over-lap by at least 75 mm along the edges and 125 mm at ends ensuring good

initial bond with the surfaces all complete under the strict accordance with the manufacturer recommendations and

instructions providing all safety provisions in all respects and accepted by the Engineer.

=

=

=

Water proofing membrane on external surface of vertical or inclined wall ( excluding cost of back fill / brick wall

on back/ plaster when membrane laid on back wall and concrete cast against membrane which to be paid as per

corresponding items )

7170.00

10

sft

Add , Area same as item 4 Marked "B" =

X 157.00 rft

rft

3907.00

717.00

rft

60.00 rft

380.00 rft120.00

@ Tk

rft

76.00 rft

124.00 rft

19023.13

2273.08

24467.39

=

rft

11853.13 sft

3160.83 rft

3160.83

167.50

1260.00

rft

516.00 rft

rft

rft

174.00

843.33

60159.60

=

Sand filling in foundation trenches and plinth with coarse sand having min. F.M. 0.80 in 150 mm layers including

leveling, watering and compaction to specified percent 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.

= 16042.56

=

@ Tk

quantity same as mark B of Item 4 = 24467.39

Page no 3

sides of Basement wall upto 5' depth

2 X 190 ' - 0 " =

2 X 60 ' - 0 " =

2 X 3.14 25 ' =

== X cft

=

Total = cft

= cum 406.00 / cum = TK 7.862 lac

7(B)

(CE 8b )02.10.2

Basement lift side 30 ' - 0 " ' -0 " sftsft X 1 ' - "cft

sides of Basement wall from 5' depth to GL

rft

rft X 4 ' X '

cft

Total cft

cum 652.00 / cum = TK 1.629 lac

8 (A)

CE 9 a

02.13.

quantity same as item 2 cft

cum 55.00 / cum = TK 2.662 lac

8(B)

CE 10 a

02.15.1

1 X 340 ' - 2 " X 176 ' - 0 " = 59869.33 sft

deduct , building area 1 X 190 ' - 0 " X 110 ' - 0 " = 20900.00 sft

= 38969.33 sft X '

= 241220.17 cft

deduct, earth obtained from earth work in excavation = 170918.75 cft

net volume = 70301.42 cft

= 1990.98 cum /cum = TK 6.053 lac

Sub Total 62.281 lac

mark A

X 157.00

657.00

380.00

657.00

4840.52

Earth filling in foundation trenches and plinth in 150 mm layer with earth available within 90 m of the building site,

including carrying, watering, leveling , dressing and compacting to a specified percent each layer up to finished level

etc. all complete and accepted by the Engineer.

6570.00=

@ Tk

=

=

= 8820.00

Sand filling in foundation trenches and plinth with coarse sand having min. F.M. 1.20 in 150 mm layers including

leveling, watering and compaction to specified percent 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.

Earth filling in foundation trenches and plinth in 150 mm layers with carted earth carried by truck or any other means

loading & unloading at both ends in/c. leveling, watering and consolidating including local carriage each layer up to

finished level. in/c cost of water & test (carried from beyond 300 m) etc. all complete and accepted by the Engineer.

########

249.79 @ Tk

quantity same as mark A of Item 5 =

=

cft

rft

120.00

5 ' X 2' - 6"

1500.00

6.19

= 657.00 2.5

6= 2250.00

@ Tk

=1500.00

rft

@ Tk 304.00

=

1936.34

X 25

68372.10

8212.5

rft

rft

657.00

Page no 4

2008 2011 2008 2011 Increase Increase

06 to 08 08 to 11

7.00 9.00 0.167 0.214 0.0% 28.6%

59.00 79.00 2.141 2.867 28.3% 33.9%

69.00 92.00 0.836 1.115 30.2% 33.3%

69.00 92.00 0.751 1.001 15.0% 33.3%

237.00 271.00 0.237 0.271 33.1% 14.3%

344.00 430.00 0.695 0.869 36.5% 25.0%

417.00 475.00 2.089 2.379 6.9% 13.9%

234.00 317.00 5.319 7.206 44.4% 35.5%

TotalRate

Page no 5

4,749.00 5641.00 8.691 10.323 21.6% 18.8%

734.00 798.00 12.972 14.103 1.8% 8.7%

655.00 712.00 14.889 16.184 1.1% 8.7%

Page no 6

476.00 549.00 9.217 10.630 17.2% 15.3%

776.00 857.00 1.938 2.141 19.0% 10.4%

70.00 93.00 3.388 4.502 27.3% 32.9%

264.00 393.00 5.256 7.825 -13.2% 48.9%

68.586 81.6296045 10.1% 19.0%

Page No 4B.F Tk 62.281 lac

9. (A)(CE 70 c )

09.09.3

14" X 14" size pre cast pile ( 1:1.5:3 ) with stone chips

850 X 45 ' - 0 " = 38250.00 rft

= 11661.59 rm @ TK 885.00 / r m = TK 103.205 lac

cft )

9. (B)

CE 70 d

09.09.4 = 850.00 no @ TK 1444.00 each 12.274 lac

9. (C)

(CE 72a )

09.14. = 2 set @ TK 161634.00 / set = TK 3.233 lac

9. (D)

(CE 72d )

09.17.

= 11661.59 rm @ TK 458.00 / rm 53.410 lac

9. (E)

(CE 68 )

09.6.

850 X 3 ' X 14 " X 14 " = 3470.83 cft

= 98.30 cum @ TK 1688.00 / cum = TK 1.659 lac

9 (F)(CE 69 )09.7.

09.7.2 For 75 tonne load = 2 test @ TK 52397.00 / test = TK 1.048 lac

09.7.3 For 125 tonne load = 2 test @ TK 78740.00 / test = TK 1.575 lac

09.8.2 For intermediate loading from 75 tonne to 125 tonne for each additiional tonne

= 30.00 tonne @ TK 500.00/ tonne = TK 0.150 lac

238.684 lac

14 X 14 X 45 X 850 / 144 cft = 52062.50

Pre-cast driven pile with reinforced cement concrete works with minimum cement content relates to mix ratio (1.1.5:3) having

minimum fcr = 30 Mpa, and satisfying a 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 - CEM 1 ( 32.5 to 52.5 N ) 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, in/c 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 & bolts, preparation of bed, laying polythene, placing of

reinforcement cage in position, casting, compacting by vibrators and tapered rods, curing for 28 days etc. in/c cost of water,

electricity & other charges, providing pile shoe as per design & drawing, driving the pile up to the design depth as per standard

practice or specified method providing head cushion, all equipments including mobilization, demobilization & hire charge of driving

set, labour,

shampering, test of materials & 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 and driving pile).

Driving 14" X 14" size pre-cast pile with automatic rig fitted with automatic diesel 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.

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 & 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

respect and accepted by the Engineer.

(Measurement will be given for the actual pile head volume to be broken).

Conducting static load test for the cast in situ/pre-cast pile providing required scaffolding, bracing, jacks, pressure test gauge,

loading unloading loads, Kent ledge and other plants and equipment including staging, mobilization, demobilization, hire charge,

gunny bags & sand and filling sacs/gunny bags for loading, recording readings & preparation of results in standard forms & other

incidental charges as per standard practice and procedures in/c submission of load test report, furnishing all graph and chart etc.

complete in all respects approved and accepted by the Engineer.

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

Sub Total

Pile shoe as per design and drawing

Mobilization and demobilization of automatic diesel hammer mounted pre-cast pile driving complete rig set

( Total volume of RCC in pile =

Page No 5


06 to 08 08 to 11

BF 68.586 81.629605

1,032.00 1277.00 120.348 148.918 16.61% 23.74%

1,924.00 2191.00 16.354 18.624 33.24% 13.88%

106,963.00 117704.00 2.139 2.354 -33.82% 10.04%

571.00 633.00 66.588 73.818 24.67% 10.86%

2,318.00 2950.00 2.279 2.900 37.32% 27.26%

63,628.00 84508.00 1.273 1.690 21.43% 32.82%

96,222.00 117936.00 1.924 2.359 22.20% 22.57%

650.00 881.93 0.195 0.265 30.00% 35.68%

279.685 332.55666 17.18 18.90%

Rate Total

Sub Total

Page No 5

238.684 lac

10

CE 53

07.6.

CE 53 a ( A ) In Individual and combined footing of column

07.6.1.1

(I) concrete

PC 7 6 X 8 ' - 4 " X 9 ' - 6 " = 475.00 sft

deduct -12 X 2 ' - 8 " X 3 ' - 0 " = -96.00 sft

PC 12 28 X 13 ' - 0 " X 9 ' - 6 " = 3458.00 sft

PC 6 4 X 9 ' - 6 " X 6 ' - 0 " = 228.00 sft

PC 9 2 X 9 ' - 6 " X 9 ' - 6 " = 180.50 sft

PC 14 20 X 14 ' - 6 " X 11 ' - 6 " = 3335.00 sft

deduct -40 X 3 ' - 4 " X 5 ' - 9 " = -766.67 sft

PC 3 10 X 6 ' - 0 " X 5 ' - 6 " = 330.00 sft

deduct -10 X 3 ' - 0 " X 1 ' - 6 " = -45.00 sft

PC 10 12 X 13 ' - 0 " X 8 ' - 6 " = 1326.00 sft

= 8424.83 sft X 3 ' 9 "

= 31593.13 cft

= 894.74 cum @ TK 6126.00 / cum = TK 54.812 lac

07.6.1.2 (ii) Formwork / shuttering, prop and necessary supports etc ( steel )

Perimeter of PC 7 = 29.00 rft







PC 7 6 X 29 ' - 0 " X 3 ' - 9 " = 652.50 sft

PC 12 28 X 45 ' - 0 " X 3 ' - 9 " = 4725.00 sft

PC 6 4 X 31 ' - 0 " X 3 ' - 9 " = 465.00 sft

PC 9 2 X 38 ' - 0 " X 3 ' - 9 " = 285.00 sft

PC 14 20 X 42 ' - 2 " X 3 ' - 9 " = 3162.50 sft

PC 3 10 X 20 ' - 8 " X 3 ' - 9 " = 775.00 sft

PC 10 12 X 43 ' - 0 " X 3 ' - 9 " = 1935.00 sft

= 12000.00 sft

= 1114.83 sqm @ TK 289.00 / sqm = TK 3.222 lac

BF

Pile cap

Reinforced cement concrete works using steel shutter with minimum cement content relates to mix ratio (1.1.5:3) having

minimum fcr = 30 Mpa, and satisfying a 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 - CEM 1 ( 32.5 to 52.5 N )

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 , making, placing shutter in position and maintaining true to plumb, making shutter water tight properly, placing

reinforcement in position , mixing in standard mixture machine with hopper 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.

(rate is excluding the cost of reinforcement and its fabrication , binding, welding and placing )

Page No 6

CE 53b ( B ) In raft / mat / floor slab at plinth level

07.6.2

07.6.2.1 (I) concrete

1 X 116 ' - 0 " X 196 ' - 0 " = 22736.00 sft

2 X 0.5 X 3.1 X 25 ' - 0 " X 25 ' - 0 " = 1962.50 sft

= 24698.50 sft X 1 ' 0 "

= 24698.50 cft

= 699.48 cum @ TK 6126.00 / cum = TK 42.850 lac

07.6.2.2 (ii) Formwork / shuttering, prop and necessary supports etc ( steel )

2 X 116 ' - 0 " X 1 ' - 0 " = 232.00 sft

2 X 196 ' - 0 " X 1 ' - 0 " = 392.00 sft

2 X 3.1 X 25 ' - 0 " X 1 ' - 0 " = 78.50 sft

= 702.50 sft

= 65.26 sqm @ TK 306.00 / sqm = TK 0.200 lac

(I) Concrete

1 X 116 ' - 0 " X 196 ' - 0 " = 22736.00 sft

0.5 X 3.14 25 ' X 25 ' X 2 = 1962.5 sft

= 24698.50 sft

Deduction

( lift wall) 4 X 10 ' - 10 " X 7 ' - 6 " = 325.00 sft

( Ramp ) 1 X 18 ' - 4 " X 50 ' - 0 " = 916.67 sft

( stair) 1 X 8 ' - 0 " X 12 ' - 0 " = 96.00 sft

= 1337.67 sft

Net Area = 24698.50 - sft

(mark A) = 23360.83 sft

Net volume = 23360.83 sft X 0 ' 6 "

= 11680.42 cft

= 330.80 cum @ TK 6126.00 / cum = TK 20.265 lac

(ii) Formwork / shuttering, prop and necessary supports etc ( steel )

Bottom area same as mark A of above = 23360.83 sft

sides 2 X 116 ' - 0 " X 0 ' - 6 " = 116.00 sft

2 X 196 ' - 0 " X 0 ' - 6 " = 196.00 sft

2 X 3.1 X 25 ' - 0 " X 0 ' - 6 " = 78.50 sft

= 23751.33 sft

= 2206.55 sqm @ TK 306.00 / sqm = TK 6.752 lac

X

( - )

1337.67

Basement floor

Floor slab of Ground Floor

(semi circular portion )

Page No 7

CE 53f ( C ) In Roof slab of all types, cantilever slab and drop panel

07.6.7.1

(I) Concrete

1 X 116 ' - 0 " X 196 ' - 0 " = 22736.00 sft

0.5 X 3.14 25 ' X 25 ' = 981.25 sft

= 23717.25 sft

Deduction :

0.5 X 11 ' - 4 " X 10 ' - 0 " = 56.67 sft

0.5 X 11 ' - 4 " X 10 ' - 0 " = 56.67 sft

0.5 X 28 ' - 4 " X 5 ' - 10 " = 82.64 sft

(void at middle) 2 X 38 ' - 0 " X 28 ' - 0 " = 2128.00 sft

( Lobby area ) 1 X 30 ' - 0 " X 20 ' - 6 " = 615.00 sft

( middle stair) 1 X 23 ' - 2 " X 11 ' - 10 " = 274.14 sft

( side stairs void) 1 X 15 ' - 3 " X 18 ' - 4 " = 279.58 sft

1 X 15 ' - 0 " X 18 ' - 4 " = 275.00 sft

(side stair area) 2 X 10 ' - 1 " X 6 ' - 0 " = 121.00 sft

(corner stair area) 1 X 7 ' - 4 " X 14 ' - 9 " = 108.17 sft

= 3996.86 sft


(mark A ) = 19720.39 sft X 0 ' 6 "

= 9860.19 cft

= 279.25 cum @ TK 6126.00 / cum = TK 17.107 lac


Bottom area same as above = 19720.39 sft

sides 2 X 116 ' - 0 " X 0 ' - 6 " = 116.00 sft

2 X 196 ' - 0 " X 0 ' - 6 " = 196.00 sft

2 X 3.1 X 25 ' - 0 " X 0 ' - 6 " = 78.50 sft

= 20110.89 sft

= 1868.35 sqm @ TK 488.00 / sqm = TK 9.118 lac

(I) Concrete

1 X 116 ' - 0 " X 196 ' - 0 " = 22736.00 sft

2 X 30 ' - 0 " X 15 ' - 0 " = 900.00 sft

= 23636.00 sft

Deduction :

(void at middle) 2 X 38 ' - 0 " X 28 ' - 0 " = 2128.00 sft



1 X 15 ' - 0 " X 18 ' - 4 " = 275.00 sft

( side stair area) 2 X 10 ' - 1 " X 6 ' - 0 " = 121.00 sft

= 3077.72 sft

3996.86

( i ) Ground Floor Roof slab


( - )

add projected area

(ii) 1st Floor roof slab

( - )

X

(void at Dept of

Forensic

medicine )

Page No 8


( mark B ) = 20558.28 sft X 0 ' 6 "

= 10279.14 cft

= 291.11 cum @ TK 6166.38 / cum = TK 17.951 lac


Bottom area same as mark B of above = 20558.28 sft

sides 2 X 116 ' - 0 " X 0 ' - 6 " = 116.00 sft

2 X 196 ' - 0 " X 0 ' - 6 " = 196.00 sft

2 X 3.1 X 25 ' - 0 " X 0 ' - 6 " = 78.50 sft

= 20948.78 sft

= 1946.19 sqm @ TK 502.90 / sqm = TK 9.787 lac

(I) Concrete

area same as 1st floor roof slab= 20558.28 sft X 0 ' 6 " (mark C)

= 10279.14 cft

= 291.11 cum @ TK 6206.76 / cum = TK 18.069 lac


area same as 1st floor = 20948.78 sft

= 1946.19 sqm @ TK 517.80 / sqm = TK 10.077 lac

(I) Concrete

area same as 2nd floor = 20558.28 sft X 0 ' 6 "

= 10279.14 cft

= 291.11 cum @ TK 6247.14 / cum = TK 18.186 lac


area same as 2nd floor = 20948.78 sft

= 1946.19 sqm @ TK 532.70 / sqm = TK 10.367 lac

(I) Concrete

area same as 3rd floor = 20558.28 sft X 0 ' 6 "

= 10279.14 cft

= 291.11 cum @ TK 6287.52 / cum = TK 18.304 lac


area same as 3rd floor = 20948.78 sft

= 1946.19 sqm @ TK 547.60 / sqm = TK 10.657 lac

3077.72

(iii) 2nd Floor roof slab

(v) 4th Floor roof slab

(iv ) 3rd Floor roof slab

Page No 9

(I) Concrete

1 X 196 ' - 0 " X 116 ' - 0 " = 22736.00 sft

Deduction :

Open front & back 2 X 28 ' - 4 " X 80 ' - 0 " = 4533.33 sft



1 X 15 ' - 0 " X 18 ' - 4 " = 275.00 sft

( side stair area) 2 X 10 ' - 1 " X 6 ' - 0 " = 121.00 sft

= 5483.06 sft


(mark D) = 17252.94 sft X 0 ' 6 "

= 8626.47 cft

= 244.31 cum @ TK 6327.90 / cum = TK 15.459 lac



sides 2 X 116 ' - 0 " X 0 ' - 6 " = 116.00 sft

2 X 196 ' - 0 " X 0 ' - 6 " = 196.00 sft

= 17564.94 sft

= 1631.82 sqm @ TK 562.50 / sqm = TK 9.179 lac

(I) Concrete

1 X 116 ' - 0 " X 30 ' - 0 " = 3480.00 sft

= 3480.00 sft X 0 ' 6 "

= 1740.00 cft

= 49.28 cum @ TK 6380.53 / cum = TK 3.144 lac



sides 2 X 116 ' - 0 " X 0 ' - 6 " = 116.00 sft

2 X 30 ' - 0 " X 0 ' - 6 " = 30.00 sft

= 3626.00 sft

= 336.86 sqm @ TK 584.86 / sqm = TK 1.970 lac

CE 53h ( D ) In Waffle or ribbed floor / roof slab

waffle roof slab of 1st floor

07.6.11(I) Concrete

0.5 X 3.14 25 ' X 25 ' = 981.25 sft

1 30 ' X 10 ' = 300 sft

= 1281.25 sft X 0 ' 6 "

= 640.63 cft

5483.06

( - )

(vi) 5th Floor roof slab

X

X

( vii ) 6th Floor roof slab ( chillakota )

Page No 10

Ribbed beam

20 X 12 ' - 6 " X 2 ' - 0 " = 500.00 sft

10 X 25 ' - 0 " X 2 ' - 0 " = 500.00 sft

4 X 30 ' - 0 " X 2 ' - 0 " = 240.00 sft

12 X 10 ' - 0 " X 2 ' - 0 " = 240.00 sft

= 1480.00 sft X 0 ' 6 "

= 740.00 cft

Total = 1380.63 cft

( mark A ) = 39.10 cum @ TK 6349.38 / cum = TK 2.483 lac



sides 1 X 78 ' - 6 " X 0 ' - 6 " = 39.25 sft

2 X 30 ' - 0 " X 0 ' - 6 " = 30.00 sft

= 1350.50 sft

add, Ribbed beam

1 X 740 ' - 0 " X 4 ' - 6 " = 3330.00 sft

Total = 4680.50 sft

( mark B ) = 434.83 sqm @ TK 466.90 / sqm = TK 2.030 lac

GF Floor Slab = 9860.19 cft

GF Roof slab = 9860.19 cft

1st Floor Roof Slab = 10279.14 cft

1st Floor waffle roof = 640.63 cft

2nd Floor Roof slab = 10279.14 cft

3rd Floor roof Slab = 10279.14 cft

4th Floor Roof Slab = 10279.14 cft

5th Floor Roof Slab = 8626.47 cft

6th Floor roof Slab = 1740.00 cft

= 71844.04 cft

sub total = TK 540.673 lac

(Total Slab volume )

Page No 11


06 to 08 08 to 11

BF 279.6846 332.5567

7,099.00 8,858.00 63.517 79.25571 15.9% 24.8%

255.00 326.00 2.843 3.634337 -11.8% 27.8%

Rate Total

Page No 12

7,099.00 8,858.00 49.656 61.95959 15.9% 24.8%

260.00 328.00 0.170 0.214065 -15.0% 26.2%

7,099.00 8,858.00 23.483 29.30193 15.9% 24.8%

260.00 328.00 5.737 7.237493 -15.0% 26.2%

Page No 13

21540.61

7,099.00 8,858.00 19.824 24.73566 15.9% 24.8%

387.00 437.00 7.231 8.164677 -20.7% 12.9%

Page No 14

7,149.00 8,925.00 20.812 25.98168 15.9% 24.8%

406.00 462.00 7.902 8.991393 -19.3% 13.8%

7,199.00 8,992.00 20.957 26.17673 16.0% 24.9%

425.00 487.00 8.271 9.47794 -17.9% 14.6%

7,249.00 9,059.00 21.103 26.37177 16.0% 25.0%

444.00 512.00 8.641 9.964487 -16.7% 15.3%

7,299.00 9,126.00 21.248 26.56681 16.1% 25.0%

463.00 537.00 9.011 10.45103 -15.4% 16.0%

Page No 15

2112.226

509.3883

1602.838

7,349.00 9,193.00 17.954 22.45912 16.1% 25.1%

482.00 562.00 7.865 9.170846 -14.3% 16.6%

7,415.00 9,282.00 3.654 4.573968 16.2% 25.2%

510.00 600.00 1.718 2.021182 -12.8% 17.6%

Page No 16

7,435.00 9,295.00 2.907 3.634356 17.1% 25.0%

458.00 568.00 1.992 2.469829 -1.9% 24.0%

sub total 606.179 735.3713 12.1% 21.3%

Page No 11

BF 540.673 lac

CE 53 g ( E ) In Stair case slabs and steps.

7.6.10 (i) Ground Floor

(I) Concrete

Basement to GF Ramp 1 X 61 ' - 0 " X 18 ' - 4 " X 0 ' - 10 " = 931.94 cft

GF entrance ramp 2 X 8 ' - 0 " X 6 ' - 0 " X 0 ' - 8 " = 64.00 cft

Basement stair : slab 2 X 9 ' - 9 " X 3 ' - 0 " X 0 ' - 8 " = 39.00 cft

landing 0.5 X 3.14 3 ' X 3 ' X 0 ' - 8 " = 9.42 cft

steps 22 X 0.5 X 0 ' - 10 " X 0 ' - 6 " X 3 ' - 0 " = 13.75 cft

Side stair : slab 4 X 11 ' - 8 " X 3 ' - 0 " X 0 ' - 8 " = 326.67 cft

landing 3.1 X 3 ' - 0 " X 3 ' - 0 " X 0 ' - 8 " = 84.00 cft

steps 44 X 0.5 X 0 ' - 10 " X 0 ' - 6 " X 3 ' - 0 " = 27.50 cft

middle stair : slab 4 X 11 ' - 8 " X 5 ' - 0 " X 0 ' - 8 " = 544.44 cft

landing 1 X 11 ' - 10 " X 4 ' - 10 " X 0 ' - 8 " = 533.81 cft

steps 44 X 0.5 X 0 ' - 10 " X 0 ' - 6 " X 5 ' - 0 " = 45.83 cft

long side stair : slab 4 X 11 ' - 8 " X 4 ' - 8 " X 0 ' - 8 " = 508.15 cft

landing 3.1 X 4 ' - 8 " X 4 ' - 8 " X 0 ' - 8 " = 203.26 cft

steps 44 X 0.5 X 0 ' - 10 " X 0 ' - 6 " X 4 ' - 8 " = 42.78 cft

corner stair : slab 2 X 11 ' - 8 " X 3 ' - 6 " X 0 ' - 8 " = 381.11 cft

landing 0.5 X 3.14 4 ' X 4 ' X 0 ' - 8 " = 16.75 cft

steps 22 X 0.5 X 0 ' - 10 " X 0 ' - 6 " X 3 ' - 6 " = 16.04 cft

Entrance stair : slab 1 X 28 ' - 4 " X 4 ' - 2 " X 0 ' - 8 " = 78.70 cft

steps 5 X 0.5 X 0 ' - 10 " X 0 ' - 6 " X 28 ' - 4 " = 29.51 cft

Back Entrance : slab 1 X 5 ' - 10 " X 4 ' - 2 " X 0 ' - 8 " = 16.20 cft

steps 5 X 0.5 X 0 ' - 10 " X 0 ' - 6 " X 5 ' - 10 " = 6.08 cft

Side Entrance : slab 4 X 8 ' - 6 " X 4 ' - 2 " X 0 ' - 8 " = 94.44 cft

steps 20 X 0.5 X 0 ' - 10 " X 0 ' - 6 " X 8 ' - 6 " = 35.42 cft

= 4048.82 cft

= 114.6649 cum @ TK 6309.00 / cum = TK 7.234 lac

( ii ) Formwork / shuttering, prop and necessary supports etc ( steel )

Basement to GF Ramp 1 X 61 ' - 0 " X 18 ' - 0 " = 1098.00 sft

GF entrance ramp 2 X 8 ' - 0 " X 6 ' - 0 " = 96.00 sft

Basement stair : slab 2 X 9 ' - 9 " X 3 ' - 0 " = 58.50 sft

landing 0.5 X 3.14 3 ' X 3 ' = 5.09 sft

steps 22 X 3 ' - 0 " X 0 ' - 6 " = 33.00 sft

Side stair : slab 4 X 11 ' - 8 " X 3 ' - 0 " = 140.00 sft

landing 3.1 X 3 ' - 0 " X 3 ' - 0 " = 28.26 sft

steps 44 X 3 ' - 0 " X 0 ' - 6 " = 66.00 sft

middle stair : slab 4 X 11 ' - 8 " X 5 ' - 0 " = 233.33 sft

landing 1 X 11 ' - 10 " X 4 ' - 10 " = 57.19 sft

steps 44 X 4 ' - 10 " X 0 ' - 6 " = 106.33 sft

long side stair : slab 4 X 11 ' - 8 " X 4 ' - 8 " = 217.78 sft

landing 3.1 X 4 ' - 8 " X 4 ' - 8 " = 68.38 sft

steps 44 X 4 ' - 8 " X 0 ' - 6 " = 102.67 sft

corner stair : slab 2 X 11 ' - 8 " X 3 ' - 6 " = 81.67 sft

landing 0.5 X 3.14 4 ' X 4 ' = 6.95 sft

steps 22 X 4 ' - 0 " X 0 ' - 6 " = 44.00 sft

Entrance stair : slab 1 X 28 ' - 4 " X 4 ' - 2 " = 118.06 sft

steps 5 X 28 ' - 4 " X 0 ' - 6 " = 70.83 sft

Back Entrance : slab 1 X 5 ' - 10 " X 4 ' - 2 " = 24.31 sft

steps 5 X 5 ' - 10 " X 0 ' - 6 " = 14.58 sft

Side Entrance : slab 4 X 8 ' - 6 " X 4 ' - 2 " = 141.67 sft

steps 20 X 8 ' - 6 " X 0 ' - 6 " = 85.00 sft

X

X

X

X

Page No 12

Ramp side 2 X 61 ' - 0 " X 0 ' - 10 " = 101.67 sft

Basement stair side 1 X 2 X = 44.40 sft

steps side 7 X 2 X = 310.80 sft

Entrance stair side 2 X 5 ' - 0 " X 1 ' - 0 " = 10.00 sft

Back stair side 2 X 5 ' - 0 " X 1 ' - 0 " = 10.00 sft

Side stair side 2 X 5 ' - 0 " X 1 ' - 0 " = 10.00 sft

= 3384.46 sft

= 314.42 sqm

@ TK 390.00 / sqm = TK 1.226 lac

(ii) 1st Floor

(I) Concrete


landing 3.1 X 3 ' - 0 " X 4 ' - 8 " X 0 ' - 8 " = 130.67 cft

steps 44 X 0.5 X 0 ' - 10 " X 0 ' - 6 " X 3 ' - 0 " = 27.50 cft


landing 1 X 11 ' - 10 " X 4 ' - 10 " X 0 ' - 8 " = 533.81 cft

steps 44 X 0.5 X 0 ' - 10 " X 0 ' - 6 " X 5 ' - 0 " = 45.83 cft


landing 3.1 X 4 ' - 8 " X 4 ' - 8 " X 0 ' - 8 " = 203.26 cft

steps 44 X 0.5 X 0 ' - 10 " X 0 ' - 6 " X 4 ' - 8 " = 42.78 cft

= 2363.11 cft

= 66.9247 cum @ TK 6349.38 / cum = TK 4.249 lac



landing 3.1 X 3 ' - 0 " X 4 ' - 8 " = 43.96 sft

steps 44 X 3 ' - 0 " X 0 ' - 6 " = 66.00 sft


landing 1 X 11 ' - 10 " X 4 ' - 10 " = 57.19 sft

steps 44 X 5 ' - 0 " X 0 ' - 6 " = 110.00 sft


landing 3.1 X 4 ' - 8 " X 4 ' - 8 " = 68.38 sft

steps 44 X 4 ' - 8 " X 0 ' - 6 " = 102.67 sft

Stair slab side 6 X 2 X = 266.40 sft

= 1305.71 sft

= 121.3038 sqm @ TK 404.90 / sqm = TK 0.491 lac

(iii) 2nd Floor

(I) Concrete


landing 3.1 X 3 ' - 0 " X 4 ' - 8 " X 0 ' - 8 " = 130.67 cft

steps 44 X 0.5 X 0 ' - 10 " X 0 ' - 6 " X 3 ' - 0 " = 27.50 cft


landing 1 X 11 ' - 10 " X 4 ' - 10 " X 0 ' - 8 " = 533.81 cft

steps 44 X 0.5 X 0 ' - 10 " X 0 ' - 6 " X 5 ' - 0 " = 45.83 cft


landing 3.1 X 4 ' - 8 " X 4 ' - 8 " X 0 ' - 8 " = 203.26 cft

steps 44 X 0.5 X 0 ' - 10 " X 0 ' - 6 " X 4 ' - 8 " = 42.78 cft

= 2363.11 cft

= 66.9247 cum @ TK 6389.76 / cum = TK 4.276 lac

22.20 sft

22.20 sft

22.20 sft

Page No 13



landing 3.1 X 3 ' - 0 " X 4 ' - 8 " = 43.96 sft

steps 44 X 3 ' - 0 " X 0 ' - 6 " = 66.00 sft


landing 1 X 11 ' - 10 " X 4 ' - 10 " = 57.19 sft

steps 44 X 5 ' - 0 " X 0 ' - 6 " = 110.00 sft


landing 3.1 X 4 ' - 8 " X 4 ' - 8 " = 68.38 sft

steps 44 X 4 ' - 8 " X 0 ' - 6 " = 102.67 sft


= 1305.71 sft

= 121.3038 sqm @ TK 419.80 / sqm = TK 0.509 lac

(iv) 3rd Floor

(I) Concrete

area same as 2nd Floor = 2363.11 cft

= 66.9247 cum @ TK 6430.14 / cum = TK 4.303 lac


area same as 2nd Floor = 1305.71 sft

= 121.3038 sqm @ TK 434.70 / sqm = TK 0.527 lac

(v) 4th Floor

(I) Concrete

area same as 3rd Floor = 2363.11 cft

= 66.9247 cum @ TK 6470.52 / cum = TK 4.330 lac


area same as 3rd Floor = 1305.71 sft

= 121.3038 sqm @ TK 449.60 / sqm = TK 0.545 lac

(vi) 5th Floor

(I) Concrete


landing 3.1 X 3 ' - 0 " X 4 ' - 8 " X 0 ' - 8 " = 130.67 cft

steps 44 X 0.5 X 0 ' - 10 " X 0 ' - 6 " X 3 ' - 0 " = 27.50 cft


landing 1 X 11 ' - 10 " X 4 ' - 10 " X 0 ' - 8 " = 533.81 cft

steps 44 X 0.5 X 0 ' - 10 " X 0 ' - 6 " X 5 ' - 0 " = 45.83 cft

= 1608.93 cft

= 45.56573 cum @ TK 6510.90 / cum = TK 2.967 lac



landing 3.1 X 3 ' - 0 " X 4 ' - 8 " = 43.96 sft

steps 44 X 3 ' - 0 " X 0 ' - 6 " = 66.00 sft


landing 1 X 11 ' - 10 " X 4 ' - 10 " = 57.19 sft

steps 44 X 5 ' - 0 " X 0 ' - 6 " = 110.00 sft


= 828.09 sft

= 76.93123 sqm @ TK 464.50 / sqm = TK 0.357 lac

(Total RCC volume in stair from Basement to 5th floor = cft )

22.20 sft

22.20 sft

15110.19

Page No 14

CE 53 e ( F ) In Tee beam, Ell beam , Rectangular beam

7.6.6 (i) Ground Floor

(I) Concrete

GF Floor beams

Long direction 4 X 190 ' - 0 " X 1 ' - 0 " X 2 ' - 0 " = 1520.00 cft

2 X 219 ' - 0 " X 1 ' - 0 " X 2 ' - 6 " = 1095.00 cft

Short direction 10 X 80 ' - 0 " X 1 ' - 0 " X 2 ' - 0 " = 1600.00 cft

21 X 30 ' - 0 " X 1 ' - 0 " X 2 ' - 6 " = 1575.00 cft

semi circular , 2 X 3.1 X 25 ' - 0 " X 1 ' - 0 " X 2 ' - 0 " = 314.00 cft

GF Roof beams


2 X 219 ' - 0 " X 1 ' - 0 " X 2 ' - 6 " = 1095.00 cft


14 X 30 ' - 0 " X 1 ' - 0 " X 2 ' - 6 " = 1050.00 cft

Stair beam 2 X 11 ' - 0 " X 1 ' - 0 " X 2 ' - 0 " = 44.00 cft

semi circular , 2 X 3.1 X 25 ' - 0 " X 1 ' - 0 " X 2 ' - 0 " = 314.00 cft

= 11807.00 cft

= 334.38 cum @ TK 6126.00 / cum = TK 20.484 lac


GF Floor beams

Long direction 4 X 190 ' - 0 " X( 1 ' - 0 " + 3 ' - 0 ")= 3040.00 sft

2 X 219 ' - 0 " X( 1 ' - 0 " + 4 ' - 0 ")= 2190.00 sft

Short direction 10 X 80 ' - 0 " X( 1 ' - 0 " + 3 ' - 0 ")= 3200.00 sft

21 X 30 ' - 0 " X( 1 ' - 0 " + 4 ' - 0 ")= 3150.00 sft

semi circular , 2 X 3.1 X 25 ' - 0 " X( 1 ' - 0 " + 3 ' - 0 ")= 628.00 sft

GF Roof beams


2 X 219 ' - 0 " X( 1 ' - 0 " + 4 ' - 0 ")= 2190.00 sft


14 X 30 ' - 0 " X( 1 ' - 0 " + 4 ' - 0 ")= 2100.00 sft

Stair beam 2 X 11 ' - 0 " X( 1 ' - 0 " + 3 ' - 0 ")= 88.00 sft

semi circular , 2 X 3.1 X 25 ' - 0 " X( 1 ' - 0 " + 3 ' - 0 ")= 628.00 sft

= 23614.00 sft

= 2193.794 sqm @ TK 386.00 / sqm = TK 8.468 lac

(ii) 1st Floor

(I) Concrete


2 X 219 ' - 0 " X 1 ' - 0 " X 2 ' - 6 " = 1095.00 cft


15 X 30 ' - 0 " X 1 ' - 0 " X 2 ' - 6 " = 1125.00 cft

semi circular , 2X 3.1 X 25 ' - 0 " X 1 ' - 0 " X 2 ' - 0 " = 314.00 cft

stair landing beam 2 X 11 ' - 0 " X 1 ' - 0 " X 2 ' - 0 " = 44.00 cft

= 5698.00 cft

= 161.37 cum @ TK 6166.38 / cum = TK 9.951 lac



2 X 219 ' - 0 " X( 1 ' - 0 " + 4 ' - 0 ")= 2190.00 sft


15 X 30 ' - 0 " X( 1 ' - 0 " + 4 ' - 0 ")= 2250.00 sft

semi circular , 2X 3.1 X 25 ' - 0 " X( 1 ' - 0 " + 3 ' - 0 ")= 628.00 sft

stair landing beam 2 X 11 ' - 0 " X( 1 ' - 0 " + 3 ' - 0 ")= 88.00 sft

= 11396.00 sft

= 1058.714 sqm @ TK 400.90 / sqm = TK 4.244 lac

Page No 15

(iii) 2nd Floor

(I) Concrete

Quantity same as 1st floor = 5698.00 cft

= 161.37 cum @ TK 6206.76 / cum = TK 10.016 lac


Quantity same as 1st floor = 11396.00 sft

= 1058.714 sqm @ TK 415.80 / sqm = TK 4.402 lac

(iv) 3rd Floor

(I) Concrete

Quantity same as 2nd floor = 5698.00 cft

= 161.37 cum @ TK 6247.14 / cum = TK 10.081 lac


Quantity same as 2nd floor = 11396.00 sft

= 1058.714 sqm @ TK 430.70 / sqm = TK 4.560 lac

(v) 4th Floor

(I) Concrete

Quantity same as 3rd floor = 5698.00 cft

= 161.37 cum @ TK 6287.52 / cum = TK 10.146 lac


Quantity same as 3rd floor = 11396.00 sft

= 1058.714 sqm @ TK 445.60 / sqm = TK 4.718 lac

(vi) 5th Floor

(I) Concrete


2 X 190 ' - 0 " X 1 ' - 0 " X 2 ' - 6 " = 950.00 cft


20 X 20 ' - 0 " X 1 ' - 0 " X 2 ' - 6 " = 1000.00 cft

4 X 30 ' - 0 " X 1 ' - 0 " X 2 ' - 6 " = 300.00 cft

= 4570.00 cft

= 129.43 cum @ TK 6327.90 / cum = TK 8.190 lac



2 X 190 ' - 0 " X( 1 ' - 0 " + 4 ' - 0 ")= 1900.00 sft


20 X 20 ' - 0 " X( 1 ' - 0 " + 4 ' - 0 ")= 2000.00 sft

4 X 30 ' - 0 " X( 1 ' - 0 " + 4 ' - 0 ")= 600.00 sft

= 9140.00 sft

= 849.1267 sqm @ TK 460.50 / sqm = TK 3.910 lac

(vii) 6th Floor

(I) Concrete


Short direction 4 X 30 ' - 0 " X 1 ' - 0 " X 2 ' - 0 " 240.00

3 X 30 ' - 0 " X 1 ' - 0 " X 2 ' - 6 " = 225.00 cft

= 1125.00 cft

= 31.86 cum @ TK 6380.53 / cum = TK 2.033 lac




3 X 30 ' - 0 " X( 1 ' - 0 " + 4 ' - 0 ")= 450.00 sft

= 2250.00 sft

= 209.0301 sqm @ TK 482.86 / sqm = TK 1.009 lac

( Total RCC in Beam From GF to 6th Floor = 45992.00 cft )

Page No 16

CE 53d ( G ) In Pedestal, Column, Capital, Lift wall and wall

7.6.4 (i) Below PL & in GF

(I) Concrete

Below PL

Column C1 32 X 3 ' - 0 " X 3 ' - 0 " X 10 ' - 0 " = 2880.00 cft

column C2 28 X 3 ' - 0 " X 2 ' - 3 " X 10 ' - 0 " = 1890.00 cft

Column C3 4 X 1 ' - 3 " X 2 ' - 6 " X 10 ' - 0 " = 125.00 cft

Column C4 18 X 1 ' - 0 " X 2 ' - 1 " X 10 ' - 0 " = 375.00 cft

= 5270.00 cft

GF column

Column C1 32 X 2 ' - 9 " X 2 ' - 9 " X 12 ' - 0 " = 2904.00 cft

column C2 28 X 2 ' - 9 " X 2 ' - 0 " X 12 ' - 0 " = 1848.00 cft

Column C3 4 X 1 ' - 3 " X 2 ' - 6 " X 12 ' - 0 " = 150.00 cft

Column C4 18 X 1 ' - 0 " X 2 ' - 1 " X 12 ' - 0 " = 450.00 cft

= 5352.00 cft

Basement wall


Semi circular 2 X 3.14 25 ' X 1 ' - 0 " X 10 ' - 0 " = 1570.00 cft


= 6610.00 cft 614.084

Shear wall around side stair4 X 3.14 4 ' X 1 ' - 0 " X 10 ' - 0 " = 502.40 cft

Lift wall in basement floor 4 X 36 ' - 8 " X 0 ' - 10 " X 10 ' - 6 " = 1283.33 cft

Lift wall in GF 4 X 36 ' - 8 " X 0 ' - 10 " X 12 ' - 6 " = 1527.78 cft

= 3313.51 cft

Total (col+ lift wall+basement wall) = 20545.51 cft

= 581.86 cum @ TK 6195.00 / cum = TK 36.046 lac


basement floor column

Column C1 32 X 2 X( 3 ' - 0 " + 3 ' - 0 ") = rft

Column C2 28 X 2 X( 3 ' - 0 " + 2 ' - 3 ") = rft

Column C3 4 X 2 X( 1 ' - 3 " + 2 ' - 6 ") = rft

Column C4 14 X 2 X( 1 ' - 0 " + 2 ' - 1 ") = rft

= ' X 10 '

= sft

Basement floor lift wall 4 X 75 ' - 0 " X 10 ' - 6 " = sft

Shear wall 2 X 26 ' - 2 " X 10 ' - 6 " = sft

Basement floor RCC wall 2 X( 190 ' - 0 " + 60 ' - 0 ") = rft

2 X 3.1 X 25 ' - 0 " = rft

= X 10 ' X 2 ( for both sides )

= sft

GF column face

Column C1 32 X 2 X( 2 ' - 9 " + 2 ' - 9 ") = rft

Column C2 28 X 2 X( 2 ' - 9 " + 2 ' - 0 ") = rft

Column C3 4 X 2 X( 1 ' - 3 " + 2 ' - 6 ") = rft

Column C4 18 X 2 X( 1 ' - 0 " + 2 ' - 1 ") = rft

= ' X12 '

= sft

GF lift wall 4 X 75 ' - 0 " X 12 ' - 6 " = sft

Shear wall 2 X 26 ' - 2 " X 12 ' - 6 " = sft

Total = sft

= sqm @ TK 319.00 / sqm = TK 11.349 lac3557.69

38295.00

rft

30.00

13140.00

111.00

266.00

3750.00

759.00

9108.00

86.33

794.33

7943.33

X

X

294.00

3150.00

500.00

157.00

657.00

30.00

549.50

654.17

352.00

384.00

Page No 17

(ii) 1st Floor

(I) Concrete

Column C1 32 X 2 ' - 9 " X 2 ' - 9 " X 12 ' - 0 " = 2904.00 cft

column C2 28 X 2 ' - 9 " X 2 ' - 0 " X 12 ' - 0 " = 1848.00 cft

Column C3 4 X 1 ' - 3 " X 2 ' - 6 " X 12 ' - 0 " = 150.00 cft

Column C4 18 X 1 ' - 0 " X 2 ' - 1 " X 12 ' - 0 " = 450.00 cft

= 5352.00 cft

Lift wall 4 X 36 ' - 8 " X 0 ' - 10 " X 12 ' - 6 " = 1527.78 cft

Shear wall 2 X 3.14 4 ' X 1 ' - 0 " X 12 ' - 0 " = 301.44 cft

total lift & shear wall = 1829.22 cft

total ( column + lift wall ) = 7181.22 cft

= 203.38 cum @ TK 6235.38 / cum = TK 12.681 lac


column face

Column C1 32 X 2 X( 2 ' - 9 " + 2 ' - 9 ") = rft

Column C2 28 X 2 X( 2 ' - 9 " + 2 ' - 0 ") = rft

Column C3 4 X 2 X( 1 ' - 3 " + 2 ' - 6 ") = rft

Column C4 18 X 2 X( 1 ' - 0 " + 2 ' - 1 ") = rft

= rft X 12'

= sft

lift wall 4 X 75 ' - 0 " X 12 ' - 6 " = sft

Shear wall 2 X 26 ' - 2 " X 12 ' - 6 " = sft

Total = sft

= sqm @ TK 333.90 / sqm = TK 4.191 lac

(iii) 2nd Floor

(I) Concrete Quantity same as 1st floor = 7181.22 cft

= 203.38 cum @ TK 6275.76 / cum = TK 12.763 lac


Quantity same as 1st floor = 13512.17 sft

= 1255.31 sqm @ TK 348.80 / sqm = TK 4.379 lac

(iv) 3rd Floor

(I) Concrete Quantity same as 2nd floor = 7181.22 cft

= 203.38 cum @ TK 6316.14 / cum = TK 12.846 lac



= 1255.31 sqm @ TK 363.70 / sqm = TK 4.566 lac

(v) 4th Floor

(I) Concrete Quantity same as 3rd floor = 7181.22 cft

= 203.38 cum @ TK 6356.52 / cum = TK 12.928 lac



= 1255.31 sqm @ TK 378.60 / sqm = TK 4.753 lac

(vi) 5th Floor

(I) Concrete

Column C1 32 X 2 ' - 9 " X 2 ' - 9 " X 11 ' - 6 " = 2783.00 cft

column C2 28 X 2 ' - 9 " X 2 ' - 0 " X 11 ' - 6 " = 1771.00 cft

Column C3 4 X 1 ' - 3 " X 2 ' - 6 " X 11 ' - 6 " = 143.75 cft

Column C4 16 X 1 ' - 0 " X 2 ' - 1 " X 11 ' - 6 " = 383.33 cft

= 5081.08 cft

Lift wall 4 X 36 ' - 8 " X 0 ' - 10 " X 12 ' - 0 " = 1466.67 cft


lift & shear wall = 1768.11 cft

total ( column + lift wall + shear wall) = 6849.19 cft

= 193.97 cum @ TK 6396.90 / cum = TK 12.408 lac

30.00

13512.17

1255.31

111.00

759.00

9108.00

3750.00

266.00

654.17

X

X

352.00

Page No 18


Column C1 : 2X 32 X( 2 ' - 9 " + 2 ' - 9 ") X 11 ' - 6 " = 4048.00 sft

Column C2 : 2X 28 X( 2 ' - 9 " + 2 ' - 0 ") X 11 ' - 6 " = 3059.00 sft

Column C3 : 2X 4 X( 1 ' - 3 " + 2 ' - 6 ") X 11 ' - 6 " = 345.00 sft

Column C4 : 2X 16 X( 1 ' - 0 " + 2 ' - 1 ") X 11 ' - 6 " = 1134.67 sft

= 8586.67 sft

lift wall 4 X 75 ' - 0 " X 12 ' - 0 " = sft

Shear wall 2 X 26 ' - 2 " X 12 ' - 0 " = sft

Total = 12814.67 sft

= 1190.51 sqm @ TK 393.50 / sqm = TK 4.685 lac

(vii) 6th Floor

(I) Concrete

Column C1 8 X 2 ' - 9 " X 2 ' - 9 " X 11 ' - 6 " = 695.75 cft

column C2 4 X 2 ' - 9 " X 2 ' - 0 " X 11 ' - 6 " = 253.00 cft

Column C4 6 X 1 ' - 0 " X 2 ' - 1 " X 11 ' - 6 " = 143.75 cft

= 1092.50 cft

Lift wall 4 X 36 ' - 8 " X 0 ' - 10 " X 12 ' - 0 " = 1466.67 cft


lift & shear wall = 1768.11 cft

total ( column + lift wall + shear wall) = 2860.61 cft

= 81.01 cum @ TK 6449.53 / cum= TK 5.225 lac


Column C1 : 2X 8 X( 2 ' - 9 " + 2 ' - 9 ") X 11 ' - 6 " = 1012.00 sft

Column C2 : 2X 4 X( 2 ' - 9 " + 2 ' - 0 ") X 11 ' - 6 " = 437.00 sft

Column C3 : 2X 6 X( 1 ' - 0 " + 2 ' - 1 ") X 11 ' - 6 " = 425.50 sft

= 1874.50 sft

lift wall 4 X 75 ' - 0 " X 12 ' - 0 " = sft

Shear wall 2 X 26 ' - 2 " X 12 ' - 0 " = sft

Total = 6102.50 sft

= 565.36 sqm @ TK 415.86 / sqm = TK 2.351 lac

( Total RCC in Column below GF =

( Total RCC in Column above GF =

( Total RCC in lift wall + shear wall =

sub Total = TK 815.073 lac

3600.00

3600.00

628.00

628.00

5270.00

cft )

32933.58

cft )

cft )

12900.89

X

Page No 19


06 to 08 08 to 11

BF 606.17903 735.3713

7,335.00 9161.00 8.411 10.50445 16.3% 24.9%

Rate Total

Page No 20

301.00 362.00 0.946 1.138214 -22.82 20.3%

7,385.00 9228.00 4.942 6.175811 16.31 25.0%

320.00 387.00 0.388 0.469446 -20.97 20.9%

7,435.00 9295.00 4.976 6.220651 16.36 25.0%

Page No 21

339.00 412.00 0.411 0.499772 -19.25 21.5%

7,485.00 9362.00 5.009 6.26549 16.40 25.1%

358.00 437.00 0.434 0.530098 -17.64 22.1%

7,535.00 9429.00 5.043 6.31033 16.45 25.1%

377.00 462.00 0.457 0.560424 -16.15 22.5%

7,585.00 9496.00 3.456 4.326922 16.50 25.2%

396.00 487.00 0.305 0.374655 -14.75 23.0%

Page No 22

7,099.00 8858.00 23.738 29.61949 15.88 24.8%

298.00 361.00 6.538 7.919597 -22.80 21.1%

7,149.00 8925.00 11.536 14.40234 15.94 24.8%

317.00 386.00 3.356 4.086637 -20.93 21.8%

Page No 23

7,199.00 8992.00 11.617 14.51045 15.99 24.9%

336.00 411.00 3.557 4.351315 -19.19 22.3%

7,249.00 9059.00 11.698 14.61857 16.04 25.0%

355.00 436.00 3.758 4.615994 -17.58 22.8%

7,299.00 9126.00 11.778 14.72669 16.09 25.0%

374.00 461.00 3.960 4.880673 -16.07 23.3%

7,349.00 9193.00 9.511 11.89805 16.14 25.1%

393.00 486.00 3.337 4.126756 -14.66 23.7%

7,415.00 9282.00 2.362 2.957307 16.21 25.2%

421.00 524.00 0.880 1.095318 -12.81 24.5%

Page No 24

7,188.00 8971.00 41.824 52.19875 16.03 24.8%

254.00 314.00 9.037 11.17115 -20.38 23.6%

Page No 25

7,238.00 9038.00 14.720 18.38115 16.08 24.9%

273.00 339.00 3.427 4.255504 -18.24 24.2%

7,288.00 9105.00 14.822 18.51741 16.13 24.9%

292.00 364.00 3.666 4.569332 -16.28 24.7%

7,338.00 9172.00 14.924 18.65368 16.18 25.0%

311.00 389.00 3.904 4.883159 -14.49 25.1%

7,388.00 9239.00 15.025 18.78994 16.23 25.1%

330.00 414.00 4.143 5.196987 -12.84 25.5%

7,438.00 9306.00 14.428 18.05114 16.28 25.1%

Page No 26

349.00 439.00 4.155 5.226346 -11.31 25.8%

7,504.00 9395.00 6.079 7.611271 16.35 25.2%

377.00 477.00 2.131 2.696769 -9.34 26.5%

900.87027 1102.76 10.53 22.4%

Page No 19

BF 815.07273 lac

11

CE 51

7.4

CE 51 e ( H ) In Tie Beams and Lintels.

7.4.5

(I) GF

(I) Concrete

Lintel for 10" wall

Basement ramp side wall 1 X 60 ' - 0 " = 60.00 rft

GF walls

semi circular part 3.1 X 25 ' - 0 " = 78.50 rft

2 X 11 ' - 3 " = 22.50 rft

Dept of Forensic medicine side14 X 20 ' - 0 " = 280.00 rft

General office side 8 X 20 ' - 0 " = 160.00 rft

1 X 18 ' - 4 " = 18.33 rft

1 X 10 ' - 0 " = 10.00 rft

1 X 10 ' - 6 " = 10.50 rft

2 X 7 ' - 1 " = 14.17 rft

2 X 5 ' - 5 " = 10.83 rft

1 X 17 ' - 4 " = 17.33 rft

1 X 7 ' - 10 " = 7.83 rft

1 X 2 ' - 5 " = 2.42 rft

between lift 4 X 2 ' - 11 " = 11.67 rft

side stair c .g 1 X 7 ' - 6 " = 7.50 rft

2 X 7 ' - 9 " = 15.50 rft

1 X 7 ' - 3 " = 7.25 rft

( mark A ) = 734.33 rft

= 734.33 rft X 0 ' - 10 " X 0 ' - 6 "

= 305.97 cft

Lintel for 5" wall

Basement 4 X 28 ' - 4 " = 113.33 rft

4 X 14 ' - 7 " = 58.33 rft

back entry 2 X 5 ' - 0 " = 10.00 rft

1 X 9 ' - 7 " = 9.58 rft

lift side inspection room 4 X 11 ' - 9 " = 47.00 rft

4 X 4 ' - 3 " = 17.00 rft

Male toilet 1 X 11 ' - 2 " = 11.17 rft

1 X 19 ' - 7 " = 19.58 rft

1 X 11 ' - 3 " = 11.25 rft

4 X 4 ' - 9 " = 19.00 rft

1 X 8 ' - 6 " = 8.50 rft

2 X 4 ' - 2 " = 8.33 rft

Reinforced cement concrete works using steel shutter with minimum cement content relates to mix ratio

(1:2:4) having minimum fcr = 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 coarse sand (F.M.2.2), 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 mixture machine with hopper 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.

(rate is excluding the cost of reinforcement and its fabrication , binding, welding and placing )

Page No 20

Female toilet 1 X 11 ' - 2 " = 11.17 rft

2 X 19 ' - 7 " = 39.17 rft

1 X 8 ' - 6 " = 8.50 rft

4 X 4 ' - 9 " = 19.00 rft

void box 12 X 7 ' - 6 " = 90.00 rft

4 X 8 ' - 4 " = 33.33 rft

2 X 8 ' - 0 " = 16.00 rft

( mark B ) = 550.25 rft X 0 ' - 5 " X 0 ' - 6 "

= 114.64 cft

= 420.61 cft

= 11.91 cum = TK 0.762 lac


10 " lintel = 734.33 rft X1.83 rft = sft


Total = 2130.69 sft

= 197.95 sqm = TK 0.631 lac

(ii) 1st Floor

(I) Concrete

Lintel for 10" wall

Dept of anatomy 3.1 X 25 ' - 0 " = 78.50 rft

2 X 13 ' - 0 " = 26.00 rft

14 X 20 ' - 0 " = 280.00 rft

between lift 4 X 2 ' - 11 " = 11.67 rft

office block side 12 X 20 ' - 0 " = 240.00 rft

(mark C) = 636.17 rft X 0 ' - 10 " X 0 ' - 6 "

= 265.07 cftLintel for 5" wall

lobby side 2 X 20 ' - 11 " = 41.83 rft

semicircular side wall 1 X 28 ' - 4 " = 28.33 rft

lift side inspection room 4 X 16 ' - 0 " = 64.00 rft

corner stair side 1 X 10 ' - 3 " = 10.25 rft

1 X 21 ' - 3 " = 21.25 rft

Male toilet 1 X 11 ' - 2 " = 11.17 rft

1 X 19 ' - 7 " = 19.58 rft

1 X 11 ' - 3 " = 11.25 rft

4 X 4 ' - 9 " = 19.00 rft

1 X 8 ' - 6 " = 8.50 rft

2 X 4 ' - 2 " = 8.33 rft


2 X 19 ' - 7 " = 39.17 rft

1 X 8 ' - 6 " = 8.50 rft

4 X 4 ' - 9 " = 19.00 rft

void box 15 X 7 ' - 6 " = 112.50 rft

5 X 8 ' - 4 " = 41.67 rft

2 X 8 ' - 0 " = 16.00 rft

(mark D) = 491.50 rft X 0 ' - 5 " X 0 ' - 6 "

= 102.40 cft

= 367.47 cft

= 10.41 cum = TK 0.670 lac

@ TK 319 / sqm

1343.83

Total in GF

/ cum@ TK 6400

786.86

Total in 1st Floor

/ cum@ TK 6440.38

Page No 21




Total = 1867.03 sft

= 173.45 sqm = TK 0.579 lac

(iii) 2nd Floor

(I) Concrete

Lintel for 10" wall

2 X 2 X 2 ' - 11 " = 11.67 rft

2 X 3.1 X 25 ' - 0 " = 157.00 rft

2 X 2 X 13 ' - 0 " = 52.00 rft

2 X 1 X 28 ' - 4 " = 56.67 rft

2 X 14 X 20 ' - 0 " = 560.00 rft

2 X 2 X 10 ' - 1 " = 40.33 rft

(mark E) = 877.67 rft X 0 ' - 10 " X 0 ' - 6 "

= 365.69 cft

Lintel for 5" wall

Male toilet 1 X 11 ' - 2 " = 11.17 rft

1 X 19 ' - 7 " = 19.58 rft

1 X 11 ' - 3 " = 11.25 rft

4 X 4 ' - 9 " = 19.00 rft

1 X 8 ' - 6 " = 8.50 rft

2 X 4 ' - 2 " = 8.33 rft

lift side inspection 4 X 16 ' - 0 " = 64.00 rft


2 X 19 ' - 7 " = 39.17 rft

1 X 8 ' - 6 " = 8.50 rft

4 X 4 ' - 9 " = 19.00 rft

void box 17 X 7 ' - 6 " = 127.50 rft

4 X 8 ' - 4 " = 33.33 rft

3 X 8 ' - 0 " = 24.00 rft

(mark F) = 404.50 rft X 0 ' - 5 " X 0 ' - 6 "

= 84.27 cft

= 449.97 cft

= 12.74 cum = TK 0.826 lac




Total = 2184.57 sft

= 202.95 sqm = TK 0.708 lac

1164.19

702.85

@ TK

578.44

/ sqm

333.9 / sqm

Total in 2nd Floor

6480.76 / cum@ TK

1606.13

348.8@ TK

Total lintel for 10" wall =

Page No 22

(iv) 3rd Floor

(I) Concrete

Lintel for 10" wall ( same as 2nd floor ) = 877.67 rft X 0 ' - 10 " X 0 ' - 6 "

= 365.69 cft

Lintel for 5" wall ( same as 2nd floor ) = 404.50 rft X 0 ' - 5 " X 0 ' - 6 "

= 84.27 cft

= 449.97 cft

= 12.74 cum = TK 0.831 lac


( same as 2nd floor ) = 2184.57 sft

= 202.95 sqm = TK 0.738 lac

(v) 4th Floor

(I) Concrete

Lintel for 10" wall ( same as 3rd floor ) = 877.67 rft X 0 ' - 10 " X 0 ' - 6 "

= 365.69 cft

Lintel for 5" wall ( same as 3rd floor ) = 404.50 rft X 0 ' - 5 " X 0 ' - 6 "

= 84.27 cft

= 449.97 cft

= 12.74 cum = TK 0.836 lac


( same as 3rd floor ) = 2184.57 sft

= 202.95 sqm = TK 0.768 lac

(vi) 5th Floor

(I) Concrete

Lintel for 10" wall

outer wall 2 X 20 X 20 ' - 0 " = 800.00 rft

2 X 2 X 2 ' - 11 " = 11.67 rft

(mark G) = 811.67 rft X 0 ' - 10 " X 0 ' - 6 "

Total lintel for 10" wall = = 338.19 cft

Lintel for 5" wall

lift side inspection 4 X 16 ' - 0 " = 64.00 rft

Male toilet 1 X 11 ' - 2 " = 11.17 rft

1 X 20 ' - 0 " = 20.00 rft

1 X 19 ' - 7 " = 19.58 rft

1 X 11 ' - 3 " = 11.25 rft

4 X 4 ' - 9 " = 19.00 rft

1 X 8 ' - 6 " = 8.50 rft

2 X 4 ' - 2 " = 8.33 rft


2 X 19 ' - 7 " = 39.17 rft

1 X 8 ' - 6 " = 8.50 rft

4 X 4 ' - 9 " = 19.00 rft

2 X 20 ' - 0 " = 40.00 rft

void box 17 X 7 ' - 6 " = 127.50 rft

4 X 8 ' - 4 " = 33.33 rft

3 X 8 ' - 0 " = 24.00 rft

= 464.50 rft X 0 ' - 5 " X 0 ' - 6 "

= 96.77 cft

Total = 434.97 cft

= 12.32 cum = TK 0.813 lac/ cum@ TK 6601.9

378.6 / sqm

/ cum

@ TK

/ cum

Total in 3rd Floor

@ TK 6521.14

363.7 / sqm

Total in 4th Floor

@ TK 6561.52

@ TK

Page No 23




Total = 2149.59 sft

= 199.70 sqm = TK 0.786 lac

(vii) 6th Floor

(I) Concrete

Lintel for 10" wall

2 X 115 ' - 0 " = 230.00 rft

6 X 20 ' - 0 " = 120.00 rft

= 350.00 rft X 0 ' - 10 " X 0 ' - 6 "

= 145.83 cft

= 4.13 cum = TK 0.275 lac



= 137.99 sqm = TK 0.574 lac

( Total RCC in Lintel =

CE 51 h ( I ) Cornice , Railing , Drop walls , Louver, Fins etc.

7.4.8

( i ) GF

(I) Concrete

Railing , Stair void side 4 X 18 ' - 0 " = 72.00 rft

4 X 8 ' - 7 " = 34.33 rft

4 X 8 ' - 0 " = 32.00 rft

stair railing , basement stair 4 X 9 ' - 9 " = 39.00 rft

GF Stair : corner stair 4 X 11 ' - 8 " = 46.67 rft

1 X 3.1 X 3 ' - 8 " = 11.51 rft

short side stairs 2 X 4 X 11 ' - 8 " = 93.33 rft

long side stairs 2 X 4 X 11 ' - 8 " = 93.33 rft

2 X 3.1 X 5 ' - 6 " = 34.54 rft

middle stairs 4 X 11 ' - 8 " = 46.67 rft

2 X 28 ' - 2 " = 56.33 rft

stair side 2 X 11 ' - 8 " = 23.33 rft

2 X 11 ' - 5 " = 22.83 rft

Flower bed 2 X 15 ' - 0 " = 30.00 rft

Entry stair 2 X 4 ' - 4 " = 8.67 rft

Entry ramp 4 X 9 ' - 0 " = 36.00 rft

= 680.55 rft X 0 ' - 6 "

= 340.28 sft

Drop wall : void side 4 X 18 ' - 0 " = 72.00 rft

4 X 8 ' - 7 " = 34.33 rft

4 X 8 ' - 0 " = 32.00 rft

stair side 2 X 11 ' - 8 " = 23.33 rft

2 X 11 ' - 5 " = 22.83 rft

= 184.50 rft X 3 ' - 0 "

= 553.50 sft

Outer side of bldg 2 X 312 ' - 0 " = 624.00 rft

= 624.00 rft X 6 ' - 0 "

= 3744.00 sft

Total Railing & Dropwall = 4637.78 sft

= 4637.78 sft X 3 "

= 1159.44 cft

= 32.8361 cum = TK 1.973 lac@ TK

2718.77

/ cum

cft )

1485.35

664.24

@ TK 415.86 / sqm

393.5 / sqm

6010.00

@ TK

@ TK 6654.53

1485.35

/ cum

Page No 24


total quantity = 4637.78 sft X 2

= 9275.55 sft

= 861.72 sqm = TK 2.551 lac

( ii ) 1st Floor

(I) Concrete

Railing :Stair void side 4 X 18 ' - 0 " = 72.00 rft

4 X 8 ' - 7 " = 34.33 rft

4 X 8 ' - 0 " = 32.00 rft

lobby 1 X 30 ' - 0 " = 30.00 rft



2 X 3.1 X 5 ' - 6 " = 34.54 rft


2 X 28 ' - 2 " = 56.33 rft

stair side 2 X 11 ' - 8 " = 23.33 rft

2 X 11 ' - 5 " = 22.83 rft

= 538.71 rft X 0 ' - 6 "

= 269.35 sft

Drop wall : void side 4 X 18 ' - 0 " = 72.00 rft

4 X 8 ' - 7 " = 34.33 rft

4 X 8 ' - 0 " = 32.00 rft

stair side 2 X 11 ' - 8 " = 23.33 rft

2 X 11 ' - 5 " = 22.83 rft

= 184.50 rft X 3 ' - 0 "

= 553.50 sft


= 624.00 rft X 6 ' - 0 "

= 3744.00 sft

Total Railing & Dropwall = 4566.85 sft

= 4566.85 sft X 3 "

= 1141.71 cft

= 32.33 cum = TK 1.956 lac


= 4566.85 sft X 2

= 9133.71 sft

= 848.54 sqm = TK 2.638 lac

( iii ) 2nd Floor

(I) Concrete ( quantity same as 1st floor )= 32.33 cum = TK 1.969 lac


( quantity same as 1st floor )= 848.542 sqm = TK 2.765 lac

( iv ) 3rd Floor




/ sqm@ TK

@ TK 6050.38 / cum

/ cum

@ TK 325.8

@ TK / cum

310.9

/ sqm

340.7 / sqm

@ TK

@ TK

@ TK

6090.76

6131.14

296.00 / sqm

Page No 25

( v ) 4th Floor




( vi ) 5th Floor



2 X 3.1 X 5 ' - 6 " = 34.54 rft


2 X 28 ' - 2 " = 56.33 rft

stair side 2 X 11 ' - 8 " = 23.33 rft

2 X 11 ' - 5 " = 22.83 rft

= 370.37 rft X 0 ' - 6 "

= 185.19 sft

drop wall

stair side 2 X 11 ' - 8 " = 23.33 rft

2 X 11 ' - 5 " = 22.83 rft

= 46.17 rft X 3 ' - 0 "

= 138.50 sft


= 624.00 rft X 6 ' - 0 "

= 3744.00 sft

Total railing + drop wall = 4067.69 sft

= 4067.69 sft X 3 "

= 1016.92 cft

= 28.80 cum = TK 1.789 lac


= 755.795 sqm = TK 2.800 lac

( Total Volume of RCC in cornice & dropwall =cft )

CE 51 I ( I ) Sun shade, false ceiling

7.4.9

GF

(I) Concrete 16 X 15 ' - 0 " = 240.00 rft X 2 ' - 0 " = sft

= 480.00 sft

= 480.00 sft X 3 "

= 120.00 cft

= 3.40 cum = TK 0.204 lac


= 480.00 X

= 960.00 sft

= 89.19 sqm = TK 0.315 lac

2

6211.90 / cum

@ TK 353.00 / sqm

@ TK

@ TK

6171.52 / cum

355.6

480

/ cum6010.00

/ sqm

6743.22

@ TK

@ TK

@ TK

/ sqm

370.50

Page No 26

1St floor


= 600.00 sft

= 600.00 sft X 3 "

= 150.00 cft

= 4.25 cum = TK 0.257 lac


= 600.00 X

= 1200.00 sft

= 111.48 sqm = TK 0.410 lac

2nd floor


= 720.00 sft

= 720.00 sft X 3 "

= 180.00 cft

= 5.10 cum = TK 0.310 lac


= 720.00 X

= 1440.00 sft

= 133.78 sqm = TK 0.512 lac

3rd floor

(I) Concrete quantity same as 2nd Floor = 5.10 cum = TK 0.313 lac


quantity same as 2nd Floor = 133.78 sqm = TK 0.532 lac

4th floor

(I) Concrete quantity same as 3rd Floor = 5.10 cum = TK 0.315 lac


quantity same as 3rd Floor = 133.78 sqm = TK 0.552 lac

5th floor


= 1200.00 sft

= 1200.00 sft X 3 "

= 300.00 cft

= 8.50 cum = TK 0.528 lac


= 1200.00 X

= 2400.00 sft

= 222.97 sqm = TK 0.953 lac

sub total= TK 858.400 lac

2

@ TK 6211.90 / cum

@ TK 412.60

1200

2

@ TK 382.80

@ TK 397.70

/ sqm

2

6090.76@ TK

/ sqm

600

/ sqm

@ TK 367.90

/ cum

@ TK 6171.52 / cum

/ sqm

@ TK 6131.14 / cum

@ TK 427.50 / sqm

720

@ TK 6050.38 / cum

Page No 27


06 to 08 08 to 11

BF 900.8703 1102.76

Rate Total

Page No 28

7,040.00 9004.00 0.839 1.072544 10.0% 27.9%

259.00 320.00 0.513 0.633426 -18.8% 23.6%

636.17

7,090.00 9071.00 0.738 0.944004 10.1% 27.9%

Page No 29

278.00 345.00 0.482 0.598407 -16.7% 24.1%

7,140.00 9138.00 0.910 1.164481 10.2% 28.0%

297.00 370.00 0.603 0.750919 -14.9% 24.6%

Page No 30

7,190.00 9205.00 0.916 1.173019 10.3% 28.0%

316.00 395.00 0.641 0.801657 -13.1% 25.0%

7,240.00 9272.00 0.923 1.181557 10.3% 28.1%

335.00 420.00 0.680 0.852394 -11.5% 25.4%

7,290.00 9339.00 0.898 1.150422 10.4% 28.1%

Page No 31

354.00 445.00 0.707 0.888671 -10.0% 25.7%

7,356.00 9428.00 0.304 0.389384 10.5% 28.2%

382.00 483.00 0.527 0.666503 -8.1% 26.4%

6,922.00 8852.00 2.273 2.906655 15.2% 27.9%

Page No 32

240.00 298.00 2.068 2.567925 -18.9% 24.2%

6,972.00 8919.00 2.254 2.883869 15.2% 27.9%

259.00 323.00 2.198 2.740791 -16.7% 24.7%

7,022.00 8986.00 2.270 2.905533 15.3% 28.0%

278.00 348.00 2.359 2.952926 -14.7% 25.2%

7,072.00 9053.00 2.287 2.927196 15.3% 28.0%

297.00 373.00 2.520 3.165062 -12.8% 25.6%

Page No 33

7,122.00 9120.00 2.303 2.94886 15.4% 28.1%

316.00 398.00 2.681 3.377197 -11.1% 25.9%

7,172.00 9187.00 2.066 2.64584 15.5% 28.1%

335.00 423.00 2.532 3.197011 -9.6% 26.3%

6,922.00 8852.00 0.235 0.300833 15.2% 27.9%

278.00 337.00 0.248 0.300557 -21.2% 21.2%

Page No 34

6,972.00 8919.00 0.296 0.378887 15.2% 27.9%

297.00 362.00 0.331 0.403567 -19.3% 21.9%

7,022.00 8986.00 0.358 0.45808 15.3% 28.0%

316.00 387.00 0.423 0.517726 -17.5% 22.5%

7,072.00 9053.00 0.361 0.461495 15.3% 28.0%

335.00 412.00 0.448 0.551171 -15.8% 23.0%

7,122.00 9120.00 0.363 0.464911 15.4% 28.1%

354.00 437.00 0.474 0.584615 -14.2% 23.4%

7,172.00 9187.00 0.609 0.780544 15.5% 28.1%

373.00 462.00 0.832 1.0301 -12.7% 23.9%

sub total 943.3387 1156.478 9.89 22.6%

Page No 27

858.400 lac

12

CE 59

CE 59 b ( A ) 60 grade deformed bar wtih minimum fy = 415 Mpa, ultimate strength 620 Mpa

8.1.2 ( I ) GF

( A ) Pre cast pile

( Ref : Item 9 ) cft 2 = 1041.25 cft =

(B ) Pile cap

( Ref : Item 10 ) cft 4 = 1105.76 cft =

( Ref : Item 10 ) cft 2 = 432.22 cft =

(D) Basement wall

( Ref : Item 10 ) cft 2 = 99.15 cft =

(E) Slabs ( GF floor & roof slab )

( Ref : Item 10 ) cft 2 = 323.11 cft =

(F) Stair

( Ref : Item 10 ) cft 2 = 60.73 cft =

(G) Beam

( Ref : Item 10 ) cft 3 = 295.18 cft =

(H) Column upto GF

( Ref : Item 10 ) cft 4 = 184.45 cft =

(I) Column above GF

( Ref : Item 10 ) cft 3 = 133.80 cft =

(J) lift wall & shear wall

( Ref : Item 10 ) cft 2 = 49.70 cft =

(k) Lintel

( Ref : Item 11 ) cft 1 = 3.36 cft =

= quintal

@ TK5400.00 / quintal = TK 447.446 lac

% quintal7.48

8286.04

420.61 @

quintal

3313.51 @ % 110.45 quintal

297.335352.00 @ %

quintal

5270.00 @ % 409.89 quintal

655.9411807.00 @ %

quintal

4048.82 @ % 134.96 quintal

718.0221540.61 @ %

quintal

6610.00 @ % 220.33 quintal

24698.50 @ %

B.F = Tk

52062.50

Supplying, fabrication and fixing to details as per design deformed bar reinforcement in concrete in

accordance with BSTI standard in/c straightening and cleaning rust, if any, bending & binding in position

in/c supply of G.I. wires etc. complete in all respects and accepted by the Engineer.

2457.24

2313.89 quintal

quintal

(C) Basement

31593.13 @ %

960.50

@ %

Page No 28

( II ) 1st Floor

(A) Slabs

( Ref : Item 10 ) cft 2 = 154.19 cft =

(B) Stair

( Ref : Item 10 ) cft 2 = 35.45 cft =

(C) Beam

( Ref : Item 10 ) cft 3 = 142.45 cft =

(D) Column

( Ref : Item 10 ) cft 3 = 133.80 cft =

(E) lift wall & shear wall

( Ref : Item 10 ) cft 2 = 27.44 cft =

(F) Lintel

( Ref : Item 11 ) cft 1 = 2.94 cft =

= quintal

@ TK5419.06 / quintal = TK 59.762 lac

( III ) 2nd Floor

(A) Slabs

( Ref : Item 10 ) cft 2 = 154.19 cft =

(B) Stair

( Ref : Item 10 ) cft 2 = 35.45 cft =

(C) Beam

( Ref : Item 10 ) cft 3 = 142.45 cft =

(D) Column

( Ref : Item 10 ) cft 3 = 133.80 cft =


( Ref : Item 10 ) cft 2 = 27.44 cft =

(F) Lintel

( Ref : Item 11 ) cft 1 = 3.60 cft =

= quintal

@ TK5438.12 / quintal = TK 60.052 lac

( IV ) 3rd Floor

(A) Slabs

( Ref : Item 10 ) cft 2 = 154.19 cft =

(B) Stair

( Ref : Item 10 ) cft 2 = 35.45 cft =

quintal%

%

quintal

%

quintal

1102.80

% 342.64

%

%

% 297.33

60.97

quintal

quintal

% 78.77 quintal

6.53

%

quintal

quintal

quintal

quintal

316.56

5352.00 @

@

2363.11 @

1829.22 @

367.47

10279.14 @

@

1829.22 @

5698.00 @

5352.00 @

5698.00

2363.11

449.97

@

@ %

10279.14 @ % 342.64

quintal

quintal297.33

60.97

8.00

78.77

% 316.56

1104.27

10279.14

2363.11

@ %

@ % 78.77

quintal

quintal

342.64

Page No 29

(C) Beam

( Ref : Item 10 ) cft 3 = 142.45 cft =

(D) Column

( Ref : Item 10 ) cft 3 = 133.80 cft =


( Ref : Item 10 ) cft 2 = 27.44 cft =

(F) Lintel

( Ref : Item 11 ) cft 1 = 3.60 cft =

= quintal

@ TK5457.18 / quintal = TK 60.262 lac

( V ) 4th Floor

(A) Slabs

( Ref : Item 10 ) cft 2 = 154.19 cft =

(B) Stair

( Ref : Item 10 ) cft 2 = 35.45 cft =

(C) Beam

( Ref : Item 10 ) cft 3 = 142.45 cft =

(D) Column

( Ref : Item 10 ) cft 3 = 133.80 cft =


( Ref : Item 10 ) cft 2 = 27.44 cft =

(F) Lintel

( Ref : Item 11 ) cft 1 = 3.60 cft =

= quintal

@ TK5476.24 / quintal = TK 60.473 lac

( VI ) 5th Floor

(A) Slabs

( Ref : Item 10 ) cft 2 = 129.40 cft =

(B) Stair

( Ref : Item 10 ) cft 2 = 24.13 cft =

(C) Beam

( Ref : Item 10 ) cft 3 = 114.25 cft =

2363.11

449.97 @

10279.14

@

1829.22 @

5698.00

5352.00

@

316.56

%

1104.27

%

quintal@

quintal

quintal

quintal

@ % 297.33

60.97

% 78.77

8.00

% 342.64

quintal% 316.56

% quintal

8.00

quintal

quintal

60.97

1104.27

quintal

@ % 53.63

8626.47 @ % 287.55

5698.00 @ %

quintal

quintal

1829.22 @ %

5352.00 @ % 297.33 quintal

4570.00 @ % 253.89

449.97 @

1608.93

quintal

Page No 30

(D) Column

( Ref : Item 10 ) cft 3 = 127.03 cft =


( Ref : Item 10 ) cft 2 = 26.52 cft =

(F) Lintel

( Ref : Item 11 ) cft 1 = 3.48 cft =

= quintal

@ TK5495.30 / quintal = TK 51.877 lac

( VII ) 6th Floor

(A) Slabs

( Ref : Item 10 ) cft 2 = 26.10 cft =

(B) Beam

( Ref : Item 10 ) cft 3 = 28.13 cft =

(C) Column

( Ref : Item 10 ) cft 3 = 27.31 cft =

(D) lift wall & shear wall

( Ref : Item 10 ) cft 2 = 26.52 cft =

(E) Lintel

( Ref : Item 11 ) cft 1 = 1.17 cft =

= quintal

@ TK5532.56 / quintal = TK 13.429 lac

CE 59 a ( B ) 40 grade deformed bar wtih minimum fy = 276 Mpa, ultimate strength 482 Mpa

8.1.1

( I ) GF

(A) Cornice, railing, drop wall

( Ref : Item 11 ) cft 1 = 9.28 cft =

(B) Sun shade

( Ref : Item 11 ) cft 1 = 0.96 cft =

total = quintal

@ TK5256.00 / quintal = TK 1.196 lac

( II ) 1st Floor


( Ref : Item 11 ) cft 1 = 9.13 cft =

quintal

120.00 @

1740.00 @ %

@ %

1125.00 @ %

944.02

%

quintal

2.13

% 20.61

quintal

22.75

quintal

quintal

quintal

58.00

434.97 @ % 7.73

quintal

quintal

1768.11 @ % 58.94

% 282.28

quintal

5081.08 @

62.50

quintal1768.11

quintal

1092.50 @ % 60.69

145.83 @ % 2.59

1159.44 @

58.94

242.72

1141.71 @ % 20.30

Page No 31

(B) Sun shade

( Ref : Item 11 ) cft 1 = 1.20 cft =

total = quintal

@ TK5275.06 / quintal = TK 1.211 lac

( III ) 2nd Floor


( Ref : Item 11 ) cft 1 = 9.13 cft =

(B) Sun shade

( Ref : Item 11 ) cft 1 = 1.44 cft =

total = quintal

@ TK5294.12 / quintal = TK 1.244 lac

( IV ) 3rd Floor


( Ref : Item 11 ) cft 1 = 9.13 cft =

(B) Sun shade

( Ref : Item 11 ) cft 1 = 1.44 cft =

total = quintal

@ TK5313.18 / quintal = TK 1.248 lac

( V ) 4th Floor


( Ref : Item 11 ) cft 1 = 9.13 cft =

(B) Sun shade

( Ref : Item 11 ) cft 1 = 1.44 cft =

total = quintal

@ TK5332.24 / quintal = TK 1.253 lac

( VI ) 5th Floor


( Ref : Item 11 ) cft 1 = 8.14 cft =

(B) Sun shade

( Ref : Item 11 ) cft 1 = 2.40 cft =

total = quintal

@ TK5351.30 / quintal = TK 1.253 lac

Sub Total = TK 1619.105 lac

quintal

22.96

% 20.30

quintal

quintal150.00 @ % 2.67

quintal

23.50

% 3.20

% 20.30

1141.71 @

1141.71 @

180.00 @

180.00 @ % 3.20

180.00 @ % 3.20

1141.71 @ % 20.30

300.00 @ % 5.33

1016.92 @ % 18.08

quintal

23.41

quintal

23.50

quintal

quintal

23.50

quintal

Page No 32


06 to 08 08 to 11

BF 943.3386852 1156.478041

7,258.00 8100.00 601.401 671.1690738 34.4% 11.6%

Rate Total

Page No 33

7,282.00 8132.00 80.306 89.68001024 34.4% 11.7%

7,306.00 8164.00 80.678 90.15264614 34.3% 11.7%

Page No 34

7,330.00 8196.00 80.943 90.50601271 34.3% 11.8%

7,354.00 8228.00 81.208 90.85937928 34.3% 11.9%

Page No 35

7,378.00 8260.00 69.650 77.97612134 34.3% 12.0%

7,425.00 8323.00 18.022 20.20191235 34.2% 12.1%

6,418.00 7240.00 1.460 1.646786803 22.1% 12.8%

Page No 36

6,442.00 7272.00 1.479 1.669926997 22.1% 12.9%

6,466.00 7304.00 1.519 1.716230078 22.1% 13.0%

6,490.00 7336.00 1.525 1.723749158 22.1% 13.0%

6,514.00 7368.00 1.531 1.731268238 22.2% 13.1%

6,538.00 7400.00 1.531 1.732483615 22.2% 13.2%

Sub Total 1,964.591 2,297.244 21.34 16.9%

Page No 32

B.F 1619.105 lac

13

(CE14)

04.1.

10 " brick work in foundation

By the side of pile cap ( mark E of Item 6 A ) = ####### sft

By the side of basement wall( mark D of Item 6A ) = 7170 sft

side of basement ramp 60 ' X 10 ' - 0 " = 600.00 sft

= ####### sft X 10 "

= ####### cft

= 463.115 cum = TK 12.180 lac

14

(CE 16)

04.3.

(i) GF

= 734.33 rft X 0 ' - 10 " X 10 ' - 6 "

= 6425.42 cft

Deduction

aluminium sliding window = 1127.25 sft

aluminium composite fixed window = 605 sft

aluminium fixed fan light = 1336.83 sft

= 3069.08 sft X 10 "

= 2557.57 cft

Total volume = 3867.85 cft

= 109.54 cum = TK 3.328 lac

(ii) 1st floor

= 636.17 rft X 0 ' - 10 " X 10 ' - 6 "

= 5566.46 cft

Deduction

aluminium sliding window = 1608 sft

aluminium composite fixed window = 331 sft


= 3474.63 sft X 10 "

= 2895.52 cft


= 75.64 cum = TK 2.346 lac

(iii) 2nd floor

= 877.67 rft X 0 ' - 10 " X 10 ' - 6 "

= 7679.58 cft

Deduction


aluminium composite fixed window = 60.00 sft


= 3235.08 sft X 10 "

= 2695.9 cft


= 141.141 cum = TK 4.466 lac@ TK 3163.92 / cum

@ TK

@ TK 3038 / cum

3100.96 / cum

Brick works with 1st 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 & other charges and accepted by the Engineer.

( Cement : CEM - II / A - M )

Wall length same as 10" Lintel area


@ TK 2630.00 / cum


Brick work with 1st class bricks in cement sand ( F.M. 1.2 ) mortar ( 1:4 ) in exterior walls in/c 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 & 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.


Page No 33

(iv) 3rd floor

same as 2nd floor = 4983.68 cft

= 141.14 cum = TK 4.554 lac

(v) 4th floor

same as 3rd floor = 4983.68 cft

= 141.14 cum = TK 4.643 lac

(v1) 5th floor

= 811.67 rft X 0 ' - 10 " X 10 ' - 6 "

= 7102.08 cft

deduction




= 4908.83 sft X 10 "

= 4090.69 cft


= 85.28 cum = TK 2.859 lac

(vii) 6th floor

Chillakota stair wall 2 X 110 ' - 0 " = 220.00 rft

6 X 20 ' - 0 " = 120.00 rft

(marked G) = 340.00 rft X 0 ' - 10 " X 10 ' - 6 "

= 2975.00 cft

Parapet wall 4 X 10 X 20 ' - 0 " = 800.00 rft X 0 ' - 10 " X 5 ' - 0 "

= 3333.33 cft

deduct window = 432.00 sftdoor = 136.67 sft

= 568.67 sft X 10 "

= 473.89 cft

Total = 5834.44 cft

= 165.23 cum = TK 5.686 lac

15

(CE 21b )

04.16.

(i) GF

= 550.25 rft X 12 ' - 0 "

= 6603 sft

Deduction doors

Partex single swing flush door 10 X 3 ' - 6 " = 35.00

Upvc plastic door 8 X 2 ' - 6 " = 20.00

(marked A) = 55.00 rft X 7 ' - 0 "

= 385 sft

Total volume = 6218.00 sft

= 577.67 sqm = TK 2.444 lac

/ cum

@ TK

@ TK 3289.84

@ TK

@ TK 423.00

@ TK

125 mm brick work with 1st class bricks in cement sand ( F.M.1.2 ) mortar ( 1:4 ) and making bond

with connected walls in/c 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 & other charges etc. all complete and accepted by the Engineer.


/ cum

/ sqm

3440.94 / cum

3226.88 / cum

3352.80



Page No 34

(ii) 1st floor

= 491.50 rft X 12 ' - 0 "

= 5898 sft

Deduction doors



(marked D) = 43.50 rft X 7 ' - 0 "

= 304.5 sft


= 519.65 sqm = TK 2.258 lac

(iii) 2nd floor

= 404.50 rft X 11 ' - 6 "

= 4651.75 sft

Deduction doors



(marked D) = 43.50 rft X 7 ' - 0 "

= 304.5 sft


= 403.87 sqm = TK 1.801 lac

(iv) 3rd floor

= 4347.25 sft

= 403.87 sqm = TK 1.848 lac

(v) 4th floor

= 4347.25 sft

= 403.87 sqm = TK 1.894 lac

(vi) 5th floor

= 464.50 rft X 12 ' - 0 "

= 5574 sft

Deduction doors



(marked D) = 43.50 rft X 7 ' - 0 "

= 304.5 sft


= 489.55 sqm = TK 2.353 lac

@ TK 446.02 / sqm

/ sqm


Quantity same as 2nd floor

Quantity same as 3rd floor

@ TK / sqm480.55

@ TK 457.53 / sqm

469.04@ TK


@ TK 434.51 / sqm


Page No 35

16

CE 20 b

04.13.

GF 2 X 195 ' - 0 " = 390.00 rft

2 X 115 ' - 0 " = 230.00 rft

= 620.00 rft X 12 ' - 6 "

= 7750.00 sft

= 719.993 sqm = TK 6.559 lac

1st Floor 2 X 195 ' - 0 " = 390.00 rft

2 X 115 ' - 0 " = 230.00 rft

= 620.00 rft X 3 ' - 0 "

= 1860.00 sft

= 172.798 sqm = TK 1.594 lac

17

CE 24 b

04.22.3

basement floor = 2000.00 sft

= 185.805 sqm = TK 1.714 lac

.

.

.

.

.

.

.

.

.

.

.

.

.

.


40 ' - 0 " X 50 ' - 0 "

@ TK

911 / sqm

922.51

Providing brick work in facing for 200 x 50 mm in superstructure with 200 x 50 x 50 mm machine made

hard pressed klinker facing bricks of approved quality pressed with 20 mm thick cement sand (F.M.1.2)

mortar (1:4), 10 mm thick cement mortar in adjacent sites in/c racking out joints and cutting the bricks to

required sizes wherever necessary with high class recessed pointing, cleaning and soaking the bricks for at

least 24 hours before use and washing of sand necessary scaffolding, curing at least for 7 days for all

floors up to 4th floor including cost of water, electricity & other charges etc. all complete and accepted by

the Engineer.


@ TK

Klinker paving bricks work in floor/ pavement with machine made pressed bricks of approved quality in

cement sand (F.M.1.2) mortar (1:4) on minimum 12 mm thick cement sand (F.M.1.2) mortar (1:4) in/c

raking out joints, cutting the bricks to required size soaking the same 24 hours before use wherever

necessary in/c high class flush pointing in cement mortar (1:2), cleaning, curing at least for 7 days etc. in/c

washing and screening of sand, cost of water, electricity & other charges complete and standard practice

accepted by the Engineer.


50 mm thick flat brick pavement with 200 X 100 X 50 mm klinker paving bricks in 1:4 cement sand mortar

having 200 X 100 mm face at top

/ sqm

@ TK 922.51 / sqm

Page No 36


06 to 08 08 to 11

BF 1964.591 2297.244

1823.033

3,636.00 4688.00 16.839 21.71085 38.3% 28.9%

4,147.00 5264.00 4.543 5.76617 36.5% 26.9%

4,226.00 5370.00 3.197 4.062004 36.3% 27.1%

62.96 4,305.00 5476.00 6.076 7.728869 36.1% 27.2%

Rate Total

Page No 37

4,384.00 5582.00 6.188 7.878478 35.9% 27.3%

4,463.00 5688.00 6.299 8.028087 35.7% 27.4%

4,542.00 5794.00 3.874 4.941373 35.5% 27.6%

4,652.00 5942.00 7.687 9.818258 35.2% 27.7%

576.00 730.00 3.327 4.216964 36.2% 26.7%

Page No 38

590.00 749.00 3.066 3.89217 35.8% 26.9%

604.00 768.00 2.439 3.101717 35.4% 27.2%

618.00 787.00 2.496 3.178452 35.1% 27.3%

632.00 806.00 2.552 3.255187 34.7% 27.5%

646.00 825.00 3.162 4.038775 34.4% 27.7%

Page No 39

1,149.00 1423.00 8.273 10.24549 26.1% 23.8%

1,163.00 1442.00 2.010 2.49175 26.1% 24.0%

1,091.00 1362.00 2.027 2.530658 18.3% 24.8%

2048.646 2404.129 22.54 17.4%

Page No 36

B.F 1671.764 Lac

18

CE 120a

15.1.

(i) GF

for 10 " wall both side 2 X X 12 ' - 0 " = 17624.00 sft


= 30830.00 sft

Deduction


= 605.00 sft


partex flush door = 227.78 sft

plastic door 8 X 2 ' - 6 " X 7 ' - 0 " = 140.00 sft

= 3436.86 sft

Net area = 27393.14 sft

= 2544.88 sqm / sqm = Tk 3.054 lac

(ii) 1st Floor



= 27064.00 sft

Deduction


= 331.00 sft




= 3768.79 sft


= 2164.18 sqm / sqm = Tk 2.713 lac

(iii) 2nd Floor



= 30772.00 sft

Deduction


= 60.00 sft




= 3529.25 sft


= 2530.91 sqm / sqm = Tk 3.308 lac

(iv) 3rd Floor Quantity same as 2nd floor = 27242.75 sft

= 2530.91 sqm / sqm = Tk 3.443 lac

(v) 4th Floor Quantity same as 3rd floor = 27242.75 sft

= 2530.91 sqm / sqm = Tk 3.579 lac

rft

rft

rft

734.33

550.25

aluminium composite fixed window

@ Tk 136.05

@ Tk 141.40

@ Tk 125.35

404.50

877.67

rft

636.17

Minimum 12 mm thick cement sand (F.M. 1.2) plaster (1:4) with fresh cement to wall both inner-and outer

surface, finishing the corner and edges in/c washing of sand cleaning the surface, scaffolding and curing at least for

7 days, cost of water, electricity & other charges etc. all complete in all respect as per drawing and accepted by the

Engineer.




491.50

@ Tk 120.00

rft

rft

@ Tk 130.70

Page No 37

(vi) 5th Floor



= 30628.00 sft

Deduction


= 60.00 sft




= 5203.00 sft


= 2362.04 sqm / sqm = Tk 3.466 lac

(vii) 6th Floor

for 10 " wall both side 2 X 350 ' - 0 " X 12 ' - 0 " = 8400.00 sft

parapet 4X 10 X 20 ' - 0 " X 10 ' - 10 " = 8666.67 sft

Deduct, windows = 432.00 sft

Deduct, Doors = 136.67 sft

= 16498.00 sft

= 1532.70 sqm / sqm = Tk 2.372 lac

19

CE 120 b

15.2.

GF 2 X ( 195 ' - 0 " + 115 ' - 0 " ) = 620.00 rft

= 620.00 rt X 2 ' - 0 "

= 1240.00 sft

= 115.20 sqm / sqm = Tk 0.159 lac

20

CE 120 c

15.3.

(i) GF

for 10 " wall inside 1 X X 0 ' - 6 " = 367.17 sft


= 917.42 sft

Deduction

partex flush door 10 X 3 ' - 6 " X 0 ' - 6 " = 17.50 sft


= 27.50 sft


= 82.68 sqm @ Tk / sqm = Tk 0.123 lac

(ii) 1st Floor



= 809.58 sft

Deduction



= 21.75 sft


= 73.19 sqm @ Tk / sqm = Tk 0.113 lac


811.67 rft

rft

@ Tk 154.77

464.50

@ Tk 146.75

636.17 rft

491.50 rft

154.35

550.25 rft

149.00

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 in/c washing of sand, finishing the edges and corners and curing at

least for 7 days, cost of water, electricity & other charges etc. all complete in all respect as per drawing and accepted by the

Engineer.


@ Tk 138.00

Minimum 12 mm thick cement sand (F.M. 1.2) plaster with neat cement finishing to dado (1:4) with cement up to 150

mm below ground level with neat cement finishing in/c washing of sand, finishing the edges and corners and curing at least

for 7 days, cost of water, electricity & other charges etc. all complete in all respect as per drawing and accepted by the

Engineer.


734.33 rft

Page No 38

(iii) 2nd Floor



= 843.33 sft

Deduction



= 21.75 sft


= 76.33 sqm @ Tk / sqm = Tk 0.122 lac


= 76.33 sqm / sqm = Tk 0.126 lac


= 76.33 sqm / sqm = Tk 0.130 lac

(vi) 5th Floor



= 870.33 sft

Deduction



= 21.75 sft


= 78.84 sqm / sqm = Tk 0.139 lac

(vii) 6th Floor

for 10 " wall inside 1 X 350 ' - 0 " X 0 ' - 6 " = 175.00 sft

Deduct, Doors 6 X 3 ' - 6 " X 0 ' - 6 " = 10.50 sft

= 164.50 sft

= 15.28 sqm / sqm = Tk 0.028 lac

21

CE 120 d

15.4.

GF outside 2 X 190 ' - 0 " X 2 ' - 0 " = 760.00 sft

2 X 110 ' - 0 " X 2 ' - 0 " = 440.00 sft

= 1200.00 sft

= 111.48 sqm / sqm = Tk 0.122 lac

@ Tk 175.75

@ Tk 183.77

@ Tk 165.05

@ Tk 170.40

404.50

811.67 rft

rft

159.70

464.50 rft

877.67 rft

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 in/c 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 drawing and accepted by the Engineer.


@ Tk 109.00

Page No 39

22

CE 120 e

15.5.

(i) GF

Basement floor ceiling

1 X 196 ' - 0 " X 116 ' - 0 " = 22736.00 sft

3.14 X 25 ' - 0 " X 25 ' - 0 " = 1962.50 sft

Basement floor column face

Column C1 32 X ( 3 ' - 0 " + 3 ' - 0 " ) = 192.00 rft

Column C2 28 X ( 3 ' - 0 " + 2 ' - 3 " ) = 147.00 rft

Column C3 4 X ( 1 ' - 3 " + 2 ' - 6 " ) = 15.00 rft

Column C4 14 X ( 1 ' - 0 " + 2 ' - 1 " ) = 43.17 rft

= 397.17 rft X 10 ' 0 X 2

= 7943.33 sft

Basement floor lift wall 4 X 75 ' - 0 " X 10 ' - 6 " = 3150.00 sft

Basement floor RCC wall 2 X ( 190 ' - 0 " + 60 ' - 0 " ) = 500.00 rft

2 X 3.14 X 25 ' - 0 " = 157.00 rft

= 657.00 rft X 10 ' 0 X 2

= 13140.00 sft

Ramp bottom face 1 X 61 ' - 0 " X 18 ' - 4 " = 1118.33 sft

Basement stair bottom , slab2 X 11 ' - 8 " X 3 ' - 0 " = 70.00 sft

landing 0.5 X 3.14 X 4 ' X 4 ' = 25.12 sft

= 95.12 sft

Basement ceiling beam side

Long direction 4 X 190 ' - 0 " X 1 ' - 6 " = 1140.00 sft

2 X 219 ' - 0 " X 2 ' - 0 " = 876.00 sft

Short direction 10 X 80 ' - 0 " X 1 ' - 6 " = 1200.00 sft

21 X 30 ' - 0 " X 1 ' - 6 " = 945.00 sft

2 X 78 ' - 6 " X 1 ' - 6 " = 235.50 sft

= 4396.50 sft X 2 ( 2 sides of beam )

= 8793.00 sft

( Total plaster in basement floor = sft )

GF ceiling, col, lift wall, stair

Ceiling quantity same as GF roof slab = 19720.39 sft

GF column face

Column C1 32 X ( 2 ' - 9 " + 2 ' - 9 " ) = 176.00 rft

Column C2 28 X ( 2 ' - 9 " + 2 ' - 0 " ) = 133.00 rft

Column C3 4 X ( 1 ' - 3 " + 2 ' - 6 " ) = 15.00 rft

Column C4 18 X ( 1 ' - 0 " + 2 ' - 1 " ) = 55.50 rft

= 379.50 rft X 12 ' X 2

= 9108.00 sft

GF lift wall 4 X 75 ' - 0 " X 12 ' - 6 " = 3750.00 sft

58938.29

Minimum 6 mm thick cement sand (F.M. 1.2) plaster (1:4) with fresh cement (conforming to BDS 232) to ceiling

R.C.C. columns, beams, surface of stair case, sunshades, cornices, railings, drop wall, louvers, fins and finishing

the corners and edges in/c washing of sand cleaning the surface, scaffolding and curing at least for 7 days, cost of

water, electricity & other charges etc. all complete in all respect as per drawing and direction of the engineer-in-

charge.


Page No 40

GF ceiling beam side


2 X 219 ' - 0 " X 2 ' - 0 " = 876.00 sft


14 X 30 ' - 0 " X 1 ' - 6 " = 630.00 sft

3.1 X 25 ' - 0 " X 1 ' - 6 " = 117.75 sft


= 8047.50 sft

Stair case slab bottom & landing

Short side stair 4 X 11 ' - 8 " X 3 ' - 0 " = 140.00 sft

landing 3.1 X 3 ' - 0 " X 3 ' - 0 " = 28.26 sft

long side stair 4 X 11 ' - 8 " X 4 ' - 8 " = 217.78 sft

landing 3.1 X 4 ' - 8 " X 4 ' - 8 " = 68.38 sft

Middle stair 4 X 11 ' - 8 " X 5 ' - 0 " = 233.33 sft

landing 1 X 11 ' - 10 " X 4 ' - 10 " = 57.19 sft

Corner stair 2 X 11 ' - 8 " X 3 ' - 6 " = 81.67 sft

landing 0.5 X 3.1 X 3 ' - 6 " X 3 ' - 6 " = 19.23 sft

= 845.85 sft

Railing, drop wall = 4637.78 sft X 2

= 9275.55 sft

Sun shade = 480.00 sft X 2

= 960.00 sft

Total plaster area in GF = 110645.58 sft (mark B)

= 10283.05 sqm / sqm = Tk 10.180 lac

(ii) 1st Floor

Ceiling = 20558.28 sft

column face

Column C1 32 X ( 2 ' - 9 " + 2 ' - 9 " ) = 176.00 rft

Column C2 28 X ( 2 ' - 9 " + 2 ' - 0 " ) = 133.00 rft

Column C3 4 X ( 1 ' - 3 " + 2 ' - 6 " ) = 15.00 rft

Column C4 18 X ( 1 ' - 0 " + 2 ' - 1 " ) = 55.50 rft

= 379.50 rft X 12 ' 0 X 2

= 9108.00 sft

lift wall 4 X 75 ' - 0 " X 12 ' - 6 " = 3750.00 sft

ceiling beam side


2 X 219 ' - 0 " X 2 ' - 0 " = 876.00 sft


15 X 30 ' - 0 " X 1 ' - 6 " = 675.00 sft

Semi circular 2 X 3.1 X 25 ' - 0 " X 1 ' - 6 " = 235.50 sft

stair landing beam 2 X 11 ' - 0 " X 1 ' - 6 " = 33.00 sft


= 8319.00 sft



landing 3.1 X 3 ' - 0 " X 3 ' - 0 " = 28.26 sft


landing 3.1 X 4 ' - 8 " X 4 ' - 8 " = 68.38 sft


landing 1 X 11 ' - 10 " X 4 ' - 10 " = 57.19 sft

= 744.95 sft

@ Tk 99.00

quantity same as 1st Flor roof slab ,

mark B of Item 2

Page No 41


= 9133.71 sft


= 1200.00 sft

Total plaster area in 1st Floor = 52813.93 sft (mark C )

= 4908.36 sqm / sqm = Tk 5.122 lac

(iii) 2nd Floor

Ceiling = 20558.28 sft

column face

Column C1 32 X ( 2 ' - 9 " + 2 ' - 9 " ) = 176.00 rft

Column C2 28 X ( 2 ' - 9 " + 2 ' - 0 " ) = 133.00 rft

Column C3 4 X ( 1 ' - 3 " + 2 ' - 6 " ) = 15.00 rft

Column C4 18 X ( 1 ' - 0 " + 2 ' - 1 " ) = 55.50 rft

= 379.50 rft X 12 ' 0 X 2

= 9108.00 sft

lift wall 4 X 75 ' - 0 " X 12 ' - 6 " = 3750.00 sft

ceiling beam side quantity same as 1st Floor = 8319.00 sft



landing 3.1 X 3 ' - 0 " X 3 ' - 0 " = 28.26 sft


landing 3.1 X 4 ' - 8 " X 4 ' - 8 " = 68.38 sft


landing 1 X 11 ' - 10 " X 4 ' - 10 " = 57.19 sft

= 744.95 sft


= 9133.71 sft


= 1440.00 sft

Total plaster area in 2nd Floor = 53053.93 sft (mark D )

= 4930.66 sqm / sqm = Tk 5.409 lac

(iv) 3rd Floor quantity same as 2nd floor = 53053.93 sft

= 4930.66 sqm / sqm = Tk 5.673 lac

(v) 4th Floor quantity same as 3rd floor = 53053.93 sft

= 4928.83 sqm / sqm = Tk 5.934 lac

(vi) 5th Floor

Ceiling : = 17252.94 sft

@ Tk

@ Tk

@ Tk 109.70

104.35

120.40

quantity same as 2nd Floor roof slab ,

mark C of Item 2

quantity same as 5th Floor roof slab ,

mark D of Item 2

115.05@ Tk

Page No 42

column face

Column C1 32 X ( 2 ' - 9 " + 2 ' - 9 " ) = 176.00 rft

Column C2 28 X ( 2 ' - 9 " + 2 ' - 0 " ) = 133.00 rft

Column C3 4 X ( 1 ' - 3 " + 2 ' - 6 " ) = 15.00 rft

Column C4 6 X ( 1 ' - 0 " + 2 ' - 1 " ) = 18.50 rft

= 342.50 rft X 12 ' 0 X 2

= 8220.00 sft

lift wall 4 X 75 ' - 0 " X 12 ' - 6 " = 3750.00 sft

ceiling beam side


2 X 190 ' - 0 " X 1 ' - 6 " = 570.00 sft


20 X 20 ' - 0 " X 1 ' - 6 " = 600.00 sft

4 X 30 ' - 0 " X 1 ' - 6 " = 180.00 sft


= 6180.00 sft



landing 3.1 X 3 ' - 0 " X 3 ' - 0 " = 28.26 sft


landing 3.1 X 4 ' - 8 " X 4 ' - 8 " = 68.38 sft


landing 1 X 11 ' - 10 " X 4 ' - 10 " = 57.19 sft

= 744.95 sft


= 8135.37 sft


= 2400.00 sft

Total plaster area in 5th floor = 46683.27 sft ( mark E )

= 4336.98 sqm / sqm = Tk 5.454 lac

(vii) 6th Floor

Ceiling 1 X 116 ' - 0 " X 30 ' - 0 " = 3480.00 sft

column face

Column C1 8 X ( 2 ' - 9 " + 2 ' - 9 " ) = 44.00 rft

Column C2 4 X ( 2 ' - 9 " + 2 ' - 0 " ) = 19.00 rft

Column C3 4 X ( 1 ' - 3 " + 2 ' - 6 " ) = 15.00 rft

Column C4 2 X ( 1 ' - 0 " + 2 ' - 1 " ) = 6.17 rft

= 84.17 rft X 12 ' 0 X 2

= 2020.00 sft

ceiling beam side

3 X 110 ' - 0 " X 1 ' - 6 " = 495.00 sft

4 X 30 ' - 0 " X 1 ' - 6 " = 180.00 sft

3 X 30 ' - 0 " X 2 ' - 0 " = 180.00 sft


= 1710.00 sft

Total Plaster in 6th Floor = 7210.00 sft ( mark F )

= 669.83 sqm / sqm = Tk 0.896 lac

@ Tk 125.75

@ Tk 133.77

Page No 43

23

CE 122

15.8.

GF quantity same as Facing brick work = 7750.00 sft

= 719.99 sqm / sqm = Tk 0.569 lac

1st Floor quantity same as Facing brick work = 1860.00 sft

= 172.80 sqm / sqm = Tk 0.146 lac

24

(CE 124)

15.10.

7 X 20 X 15 ' - 0 " = 2100.00 rft

= 640.24 rm / rm = Tk 0.301 lac

25

CE 127

15.13.

5th Floor roof 1 X 195 ' - 0 " X 115 ' - 0 " = 22425.00 sft

= 22425.00 sft X 4 "

= 7475.00 cft

211.70 cum / cum = Tk 11.269 lac

Tk 1745.712 lac

Providing drip course/ Nosing/ throating at the edge of sunshade or cornice with cement sand (F.M. 1.2) mortar (1:2)

with fresh cement (conforming to BDS 232) in/c. scaffolding, curing at least for 7 days, cost of water, electricity & other

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


@ Tk 5323.00

@ Tk 47.00

=

SubTotal =

Rule pointing to brick wall with cement sand (F.M. 1.2) mortar (1:2) with fresh cement (conforming to BDS 232) and

raking out the joints, scaffolding, curing at least for 7 days, cost of water, electricity & other charges etc. all complete in all

respect as per drawing and accepted by the Engineer.


@ Tk 79.00

@ Tk 84.35

Average 100 mm thick finished lime terracing with 20 mm down graded 1st 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.


Page No 44


06 to 08 08 to 11

BF 2048.646 2404.13

151.00 175.00 3.843 4.45 25.8% 15.9%

158.00 184.00 3.419 3.98 26.0% 16.5%

165.00 193.00 4.176 4.88 26.2% 17.0%

172.00 202.00 4.353 5.11 26.4% 17.4%

179.00 211.00 4.530 5.34 26.6% 17.9%

Rate Total

Page No 45

186.00 220.00 4.393 5.20 26.7% 18.3%

196.00 234.00 3.004 3.59 26.6% 19.4%

174.00 202.00 0.200 0.23 26.1% 16.1%

188.00 216.00 0.155 0.18 26.2% 14.9%

195.00 225.00 0.143 0.16 26.3% 15.4%

Page No 46

202.00 234.00 0.154 0.18 26.5% 15.8%

209.00 243.00 0.160 0.19 26.6% 16.3%

216.00 252.00 0.165 0.19 26.8% 16.7%

223.00 261.00 0.176 0.21 26.9% 17.0%

233.00 275.00 0.036 0.04 26.8% 18.0%

137.00 161.00 0.153 0.18 25.7% 17.5%

Page No 47

Page No 48

125.00 152.00 12.854 15.63 26.3% 21.6%

Page No 49

132.00 161.00 6.479 7.90 26.5% 22.0%

139.00 170.00 6.854 8.38 26.7% 22.3%

146.00 179.00 7.199 8.83 26.9% 22.6%

153.00 188.00 7.541 9.27 27.1% 22.9%

Page No 50

160.00 197.00 6.939 8.54 27.2% 23.1%

170.00 211.00 1.139 1.41 27.1% 24.1%

Page No 51

100.00 120.00 0.720 0.86 26.6% 20.0%

107.00 129.00 0.185 0.22 26.9% 20.6%

59.00 73.00 0.378 0.47 25.5% 23.7%

8,319.00 10258.00 17.611 21.72 56.3% 23.3%

2145.604 2521.4787 22.91 17.5%SubTotal =

Page No 44

B.F 1745.712 lac

26

CE 44-I a

06.8.1

(i) GF

male gen toilet 1 X 19 ' - 7 " X 14 ' - 6 " = 283.96 sft

Female gen toilet 1 X 19 ' - 7 " X 14 ' - 6 " = 283.96 sft

= 567.92 sft

= 52.76 sqm / sqm = TK 0.457 lac

(ii) 1st Floor



= 567.92 sft

= 52.76 sqm / sqm = TK 0.459 lac

(iii) 2nd Floor



= 567.92 sft

= 52.76 sqm / sqm = TK 0.461 lac


= 52.76 sqm / sqm = TK 0.464 lac


= 52.76 sqm / sqm = TK 0.466 lac

(vi) 5th Floor Quantity same as 4th floor = 567.9167 sft

= 52.76 sqm / sqm = TK 0.468 lac

(Marked A) ( total floor tiles in toilet in all floors = 3407.50 sft )

27

CE 44 -IIb

06.9.2

(i) GF

2 X 27 ' - 6 " X 28 ' - 0 " = 1540.00 sft

2 X 3 ' - 11 " X 6 ' - 6 " = 50.92 sft

1 X 28 ' - 0 " X 28 ' - 0 " = 784.00 sft

1 X 19 ' - 0 " X 5 ' - 0 " = 95.00 sft

deduct, middle stair -1 X 23 ' - 2 " X 11 ' - 10 " = -274.14 sft

= 2195.78 sft

= 203.99 sqm / sqm = TK 3.770 lac

(ii) 1st Floor area same as GF = 2195.78 sft

= 203.99 sqm / sqm = TK 3.778 lac

886.2

1848.00

@ Tk 1851.84

Supplying, fitting and fixing mirror polished floor tiles (local made) on 20 mm thick cement sand (F.M.1.2)

mortar (1:4) base and raking out the joints with white cement and colored pigment including cutting and laying tiles

in proper way and finishing with care etc, all complete and accepted by the Engineer.


Size : GP ( mirror polished ) 396 mm X 396 mm floor tiles

@ Tk

@ Tk

@ Tk

@ Tk

@ Tk 867.00

@ Tk 870.84

@ Tk

GP Homogeneous 305 mm X 305 mm floor tiles in Toilet

Supplying, fitting and fixing unglazed homogeneous floor tiles (local made) on 20 mm thick cement sand

(F.M.1.2) mortar (1:4) base and raking out the joints with white cement and colored pigment including cutting and

laying tiles in proper way and finishing with care etc, all complete and accepted by the Engineer.


Size : GP Homogeneous 305 mm X 305 mm .

874.68

878.52

882.36

Side stair and lift front stair

corridor

Page No 45

(iii) 2nd Floor area same as 1st Floor = 2195.78 sft

= 203.99 sqm / sqm = TK 3.785 lac


= 203.99 sqm / sqm = TK 3.793 lac


= 203.99 sqm / sqm = TK 3.801 lac

(vi) 5th Floor Quantity same as 4th floor = 2195.778 sqm

= 203.99 sqm / sqm = TK 3.809 lac

28

CE 42 b

06.6.2

(i) GF


10 X 4 ' - 9 " X 7 ' - 0 " = 332.50 sft

8 X 2 ' - 0 " X 7 ' - 0 " = 112.00 sft

4 X 4 ' - 2 " X 7 ' - 0 " = 116.67 sft

4 X 6 ' - 10 " X 7 ' - 0 " = 191.33 sft

1 X 15 ' - 0 " X 7 ' - 0 " = 105.00 sft

Basement lift wall 4 X 36 ' - 8 " X 10 ' - 0 " = 1466.67 sft


10 X 4 ' - 9 " X 7 ' - 0 " = 332.50 sft

8 X 2 ' - 0 " X 7 ' - 0 " = 112.00 sft

4 X 4 ' - 2 " X 7 ' - 0 " = 116.67 sft

4 X 6 ' - 10 " X 7 ' - 0 " = 191.33 sft

1 X 15 ' - 0 " X 7 ' - 0 " = 105.00 sft

= 3622.67 sft

= 336.55 sqm / sqm = TK 3.056 lac

(ii) 1st Floor


10 X 4 ' - 9 " X 7 ' - 0 " = 332.50 sft

8 X 2 ' - 0 " X 7 ' - 0 " = 112.00 sft

4 X 4 ' - 2 " X 7 ' - 0 " = 116.67 sft

4 X 6 ' - 10 " X 7 ' - 0 " = 191.33 sft

1 X 15 ' - 0 " X 7 ' - 0 " = 105.00 sft


10 X 4 ' - 9 " X 7 ' - 0 " = 332.50 sft

8 X 2 ' - 0 " X 7 ' - 0 " = 112.00 sft

4 X 4 ' - 2 " X 7 ' - 0 " = 116.67 sft

4 X 6 ' - 10 " X 7 ' - 0 " = 191.33 sft

1 X 15 ' - 0 " X 7 ' - 0 " = 105.00 sft

= 2156.00 sft

= 200.30 sqm / sqm = TK 1.826 lac911.84

@ Tk

Supplying , fitting and fixing glazed wall tiles ( local made ) 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 in all respect and accepted by the

Engineer.


Size : Coloured wall tiles of different sizes

1855.68

1859.52

1863.36

1867.20@ Tk

@ Tk

@ Tk

@ Tk

908.00

@ Tk

Page No 46

(iii) 2nd Floor Quantity same as 1st floor = 2156.00 sft

= 200.30 sqm / sqm = TK 1.834 lac

(iv) 3rd Floor Quantity same as 2nd floor 2156.00 sft

= 200.30 sqm / sqm = TK 1.842 lac

(v) 4th Floor Quantity same as 3rd floor 2156.00 sft

= 200.30 sqm / sqm = TK 1.849 lac

(vi) 5th Floor Quantity same as 3rd floor = 2156.00 sft

= 200.30 sqm / sqm = TK 1.857 lac

( Total wall tiles area =

29

CE 27 c

05.1.4

( I ) GF

Basement floor 2 X 30 ' - 0 " X 15 ' - 0 " = 900.00 sft

2 X 30 ' - 0 " X 25 ' - 0 " = 1500.00 sft

deduct -4 X 12 ' - 0 " X 9 ' - 0 " = -432.00 sft

Basement stair :landing 0.5 X 3.14 3 ' X 3 ' = 14.13 sft

Tread 22 X 3 ' - 0 " X 0 ' - 10 " = 55.00 sft

short side stair :landing 1 X 3.14 3 ' X 3 ' = 28.26 sft

Tread 44 X 3 ' - 0 " X 0 ' - 10 " = 110.00 sft

middle stair :landing 1 X 11 ' - 10 " X 4 ' - 10 " = 57.19 sft

Tread 44 X 5 ' - 0 " X 0 ' - 10 " = 183.33 sft

long side stair :landing 1 X 3.14 4.67 ' X 4.67 ' = 68.48 sft

Tread 44 X 4 ' - 8 " X 0 ' - 10 " = 171.11 sft

corner stair :landing 0.5 X 3.14 3.5 ' X 3.5 ' = 6.01 sft

Tread 22 X 3 ' - 6 " X 0 ' - 10 " = 64.17 sft

= 2725.68 sft

= 253.22 sqm / sqm = TK 2.059 lac

(ii ) 1st floor

short side stair :landing 1 X 3.14 3 ' X 3 ' = 28.26 sft

Tread 44 X 3 ' - 0 " X 0 ' - 10 " = 110.00 sft

middle stair :landing 1 X 11 ' - 10 " X 4 ' - 10 " = 57.19 sft

Tread 44 X 5 ' - 0 " X 0 ' - 10 " = 183.33 sft

long side stair :landing 1 X 3.14 4.67 ' X 4.67 ' = 68.48 sft

Tread 44 X 4 ' - 8 " X 0 ' - 10 " = 171.11 sft

= 618.38 sft

= 57.45 sqm / sqm = TK 0.469 lac

@ Tk

816.84

X

@ Tk

915.68

@ Tk 923.36

927.2

10 mm thick finished and 12 mm laying thickness situ mosaic work on floor with one part of 10 mm machine

crushed well graded dust free and properly washed marble chips and one part of mixture containing white cement

and grey cement in proportion ( 9:1 ) in/c. preparation of mix. and laying the same over minimum 25 mm thick

artificial patent stone flooring in/c making suitable panel, compacting, curing at least for 7 days, cutting with pumic

stone (No. 40, No. 80, No.120)/cutting with mosaic machine and finishing with Minar stone & spreading oxalic acid

in/c breaking brick chips, screening, washing mosaic chips and supply of all necessary materials& water,

electricity & other charges in all respect accepted by the Engineer.


With Indian chips and without glass strip approved by the Engineer.

813.00

X

X

X

X

X

@ Tk

@ Tk

14402.67 sft )

919.52

@ Tk

Page No 47

(iii) 2nd floor area same as 1st Floor = 618.38 sft

= 57.45 sqm / sqm = TK 0.471 lac

(iv) 3rd floor area same as 2nd Floor = 618.38 sft

= 57.45 sqm / sqm = TK 0.474 lac

(v) 4th floor area same as 3rd Floor = 618.38 sft

= 57.45 sqm / sqm = TK 0.476 lac

(vi) 5th floor area same as 4th Floor = 618.38 sft

= 57.45 sqm / sqm = TK 0.478 lac

30

CE 31 a

05.5.1

( I ) GF

Basement 4 X 30 ' - 0 " X 1 ' - 6 " = 180.00 sft

4 X 25 ' - 0 " X 1 ' - 6 " = 150.00 sft

Basement stair rise 24 X 3 ' - 0 " X 0 ' - 6 " = 36.00 sft

railing 4 X 11 ' - 8 " X 1 ' - 11 " = 89.44 sft

short side stair : Railing 8 X 11 ' - 8 " X 1 ' - 11 " = 178.89 sft

landing side railing 2 X 3.14 4.67 ' X 1 ' - 11 " = 29.33 sft

Rise 48 X 3 ' - 0 " X 0 ' - 6 " = 72.00 sft

middle stair : Railing 8 X 11 ' - 8 " X 1 ' - 11 " = 178.89 sft

Rise 48 X 5 ' - 0 " X 0 ' - 6 " = 120.00 sft

long side stair : Railing 8 X 11 ' - 8 " X 1 ' - 11 " = 178.89 sft

Rise 48 X 4 ' - 8 " X 0 ' - 6 " = 112.00 sft

corner stair :landing 4 X 11 ' - 8 " X 1 ' - 11 " = 89.44 sft

Rise 24 X 3 ' - 6 " X 0 ' - 6 " = 42.00 sft

= 1456.88 sft

= 135.35 sqm / sqm = TK 1.167 lac

(ii) 1st Floor

short side stair : Railing 8 X 11 ' - 8 " X 2 ' - 3 " = 210.00 sft

landing side railing 2 X 3.14 4.67 ' X 2 ' - 3 " = 58.66 sft

Rise 48 X 3 ' - 0 " X 0 ' - 6 " = 72.00 sft

middle stair : Railing 8 X 11 ' - 8 " X 2 ' - 3 " = 210.00 sft

Rise 48 X 5 ' - 0 " X 0 ' - 6 " = 120.00 sft

long side stair : Railing 8 X 11 ' - 8 " X 2 ' - 3 " = 210.00 sft

Rise 48 X 4 ' - 8 " X 0 ' - 6 " = 112.00 sft

= 992.66 sft

= 92.22 sqm / sqm = TK 0.798 lac865.84

@ Tk

@ Tk 828.36

X

@ Tk 832.20

@ Tk 824.52

862.00

X

@ Tk

@ Tk 820.68

10 mm thick finished and laying thickness 12.5 mm situ mosaic work on wall with one part of 10 mm machine crushed

well graded dust free and properly washed marble chips and one part of mixture containing white cement and grey cement

in proportion (9:1) including preparation of mix and laying the same on 12 mm thick cement plaster (1:4) to wall, compacting,

curing at least for 7 days, cutting with pumic stone (No. 40, No. 80, No. 120) including finishing the corners and edges and

also finishing with Minar stone and supplying all necessary materials in & water, electricity & other charges in all respect



With Indian chips

Page No 48

(iii) 2nd Floor Quantity same as 1st floor = 992.66 sft

= 92.22 sqm / sqm = TK 0.802 lac


= 92.22 sqm / sqm = TK 0.806 lac


= 92.22 sqm / sqm = TK 0.809 lac

(vi) 5th Floor Quantity same as 4th floor = 992.6552 sft

= 92.22 sqm / sqm = TK 0.813 lac

31

(CE 40 )

06.2.

(i) GF

Entrance platform 1 X 9 ' - 7 " X 28 ' - 4 " = 271.53 sft

Lobby 1 X 30 ' - 0 " X 40 ' - 0 " = 1200.00 sft

Front entrance stair tread 4 X 28 ' - 4 " X 0 ' - 10 " = 94.44 sft

side entrance platform 4 X 7 ' - 6 " X 10 ' - 0 " = 300.00 sft

side entrance stair tread 4 X 4 X 7 ' - 6 " X 0 ' - 10 " = 100.00 sft

= 1965.97 sft

= 182.64 sqm / sqm = TK 10.747 lac

32

CE 38 b

06.4.

GF backside entrance 4 X 5 ' - 10 " X 0 ' - 10 " = 19.44 sft

= sqm / sqm = TK 0.135 lac

33

CE 39 b

06.3.2

( i ) GF

Entrance stair rise 5 X 28 ' - 4 " X 0 ' - 6 " = 70.83 sft

Entrance side stair rise 20 X 7 ' - 6 " X 0 ' - 6 " = 75.00 sft

Backside entrance stair rise 5 X 5 ' - 10 " X 0 ' - 6 " = 14.58 sft

Flower bed side wall 2 X 15 ' - 0 " X 2 ' - 3 " = 67.50 sft

Lift wall sides 4 X 22 ' - 6 " X 12 ' - 6 " = 1125.00 sft

= 1352.92 sft

= 125.74 sqm

/ sqm = TK 7.093 lac

873.52

@ Tk

877.36

@ Tk

1.81

5641.00@ Tk

@ Tk

7483.00

5884.00

@ Tk

Supplying and setting 12 mm thick De carrara/Ariston/ Venous marble stone (Italy) or equivalent of

approved quality/texture & size on wall over 12 mm thick cement sand (F.M.1.2) mortar (1:2) in/c. cutting the

marble stone to desired size, grinding and finishing the edges, setting on position keeping correct horizontal and

vertical alignment filling the joints with white cement and coloring pigments including supplying all necessary

equipments/ materials and finishing the top by pumic stone and necessary auxiliary materials & water, electricity &

other charges complete in all respect and accepted by the Engineer.


@ Tk 881.2

Marble stone flooring with 18 mm thick European origin marble stone of approved quality, texture & size

over 25 mm thick cement sand (F.M.1.2) mortar (1:2) in/c. 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 coloring pigments including supplying all necessary equipments/materials and finishing the

top by pumic stone and necessary auxiliary materials & water, electricity & other charges complete in all respect

and accepted by the Engineer.


Marble stone flooring with 20 mm thick grey or colored marble stone ( SAARC countries origin ) of

approved quality, texture & size over 25 mm thick cement sand (F.M.1.2) mortar (1:2) in/c placing cement slurry

below the stone, cutting the marble stone to desired size, grinding, polishing and finishing the edges setting in

position in proper level, filling the gaps with white cement and coloring pigments including supplying all necessary

equipments/materials and finishing the top by pumic stone and necessary auxiliary materials & water, electricity &

other charges all complete in all respect and accepted by the Engineer.


869.68

@ Tk

Page No 49

( ii ) 1st Floor

Lift wall front & back face 4 X 22 ' - 6 " X 12 ' - 6 " = 1125.00 sft

= 104.55 sqm

@ Tk / sqm = TK 5.902 lac

( iii ) 2nd Floor


= 104.55 sqm


( iv ) 3rd Floor


= 104.55 sqm


( v ) 4th Floor


= 104.55 sqm


( vi ) 5th Floor


= 104.55 sqm


34

CE 26 f

04.31.

1 X 110 ' - 0 " X 190 ' - 0 " = 20900.00 sft

2 X 0.5 X 3.1 X 25 ' - 0 " X 25 ' - 0 " = 1962.50 sft

Deduction -2 X 15 ' - 0 " X 30 ' - 0 " = -900.00 sft

-2 X 25 ' - 0 " X 30 ' - 0 " = -1500.00 sft

= 20462.50 sft

= 1901.01 sqm


1 X 116 ' - 0 " X 196 ' - 0 " = 22736.00 sft

0.5 X 3.14 25 ' X 25 ' X 2 = 1962.5 sft

= 24698.50 sft

Deduction

Mid lift & stair block 1 X 30 ' - 0 " X 150 ' - 0 " = 4500.00 sft

mid stair block 1 X 30 ' - 0 " X 80 ' - 0 " = 2400.00 sft

toilet 2 X 20 ' - 0 " X 15 ' - 0 " = 600.00 sft

= 7500.00 sft


= 17198.50 sft

= 1597.78 sqm

@ Tk / sqm = TK 4.921 lac308.00

(ii) Ground Floor


38 mm thick artificial patent stone ( 1:1.5:3 ) 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) & 12 mm down well graded

stone chips , in/c 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 in/c cost of water, electricity & other charges etc. all

complete in all respect and accepted by the Engineer.


(i) Basement floor

308.00

X

7500.00

( - )

5660.20

5656.36

5648.68

5652.52

5644.84

Page No 50

1 X 116 ' - 0 " X 196 ' - 0 " = 22736.00 sft

0.5 X 3.14 25 ' X 25 ' = 981.25 sft

= 23717.25 sft

Deduction :

0.5 X 11 ' - 4 " X 10 ' - 0 " = 56.67 sft

0.5 X 11 ' - 4 " X 10 ' - 0 " = 56.67 sft

0.5 X 28 ' - 4 " X 5 ' - 10 " = 82.64 sft

Mid lift & stair block 1 X 30 ' - 0 " X 110 ' - 0 " = 3300.00 sft

Side stair block 1 X 30 ' - 0 " X 80 ' - 0 " = 2400.00 sft

Toilet 2 X 15 ' - 0 " X 20 ' - 0 " = 600.00 sft

lobby void 1 X 30 ' - 0 " X 20 ' - 0 " = 600.00 sft

= 7095.97 sft


(mark A ) = 16621.28 sft

= 1544.15 sqm


area same as 1st Floor = 16621.28 sft

1 X 30 ' - 0 " X 20 ' - 0 " = 600.00 sft

= 17221.28 sft

= 1599.90 sqm


area same as 2nd floor = 17221.28 sft

= 1599.90 sqm


area same as 3rd floor = 17221.28 sft

= 1599.90 sqm


4 X 86 ' - 0 " X 46 ' - 0 " = 15824.00 sft

deduct, toilet -2 X 15 ' - 0 " X 20 ' - 0 " = -600.00 sft

(mark D) = 15224.00 sft

= 1414.34 sqm


1 X 117 ' - 0 " X 30 ' - 0 " = 3510.00 sft

= 326.09 sqm



(vii) 5th Floor

add , lobby void

319.51

331.02

( iii ) 1st Floor

(semi circular portion ) X

365.55

380.90

(void at Dept of Forensic

medicine )

( - )

7095.97

(iv) 2nd Floor

( viii ) 6th Floor ( chillakota )

(v) 3rd Floor

(vi ) 4th Floor

354.04

342.53

Page No 51


06 to 08 08 to 11

BF 2145.604069 2521.479

1,084.00 1321.00 0.572 0.696969 25.0% 21.9%

1,089.00 1327.00 0.575 0.700135 25.1% 21.9%

1,094.00 1333.00 0.577 0.703301 25.1% 21.8%

1,099.00 1339.00 0.580 0.706466 25.1% 21.8%

1,104.00 1345.00 0.582 0.709632 25.1% 21.8%

1,109.00 1351.00 0.585 0.712798 25.1% 21.8%

1,890.00 1565.00 3.855 3.192486 2.3% -17.2%

1,895.00 1571.00 3.866 3.204726 2.3% -17.1%

Rate Total

Page No 52

1,900.00 1577.00 3.876 3.216965 2.4% -17.0%

1,905.00 1583.00 3.886 3.229205 2.4% -16.9%

1,910.00 1589.00 3.896 3.241445 2.5% -16.8%

1,915.00 1595.00 3.906 3.253684 2.6% -16.7%

1,007.00 1107.00 3.389 3.725652 10.9% 9.9%

1,012.00 1113.00 2.027 2.229309 11.0% 10.0%

Page No 53

1,017.00 1119.00 2.037 2.241327 11.1% 10.0%

1,022.00 1125.00 2.047 2.253344 11.1% 10.1%

1,027.00 1131.00 2.057 2.265362 11.2% 10.1%

1,032.00 1137.00 2.067 2.27738 11.3% 10.2%

887.00 1215.00 2.246 3.076647 9.1% 37.0%

892.00 1221.00 0.512 0.70145 9.2% 36.9%

Page No 54

897.00 1227.00 0.515 0.704897 9.3% 36.8%

902.00 1233.00 0.518 0.708344 9.4% 36.7%

907.00 1239.00 0.521 0.711791 9.5% 36.6%

912.00 1245.00 0.524 0.715238 9.6% 36.5%

963.00 1321.00 1.303 1.787944 11.7% 37.2%

968.00 1327.00 0.893 1.223758 11.8% 37.1%

Page No 55

973.00 1333.00 0.897 1.229292 11.9% 37.0%

978.00 1339.00 0.902 1.234825 12.0% 36.9%

983.00 1345.00 0.907 1.240358 12.0% 36.8%

988.00 1351.00 0.911 1.245891 12.1% 36.7%

4,885.00 5125.00 8.922 9.360468 -17.0% 4.9%

6,932.00 7269.00 0.125 0.13131 -7.4% 4.9%

4,189.00 5039.00 5.267 6.335824 -25.7% 20.3%

Page No 56

4,194.00 5045.00 4.385 5.274744 -25.7% 20.3%

4,199.00 5051.00 4.390 5.281018 -25.7% 20.3%

4,204.00 5057.00 4.395 5.287291 -25.6% 20.3%

4,209.00 5063.00 4.401 5.293564 -25.6% 20.3%

4,214.00 5069.00 4.406 5.299837 -25.6% 20.3%

364.00 416.00 6.920 7.908213 18.2% 14.3%

364.00 416.00 5.816 6.646763 18.2% 14.3%

Page No 57

378.00 435.00 5.837 6.717072 18.3% 15.1%

392.00 454.00 6.272 7.263527 18.4% 15.8%

406.00 473.00 6.496 7.567507 18.5% 16.5%

420.00 492.00 6.720 7.871487 18.6% 17.1%

434.00 511.00 6.138 7.227298 18.7% 17.7%

453.00 537.00 1.477 1.751087 18.9% 18.5%

2278.601542 2669.836 21.25 17.2%

Page No 51

B.F 1879.196 lac

35

CE 166 b

22.3.

Front Entrance door inGF

2 X 4 ' - 2 " X 7 ' - 0 " = 58.33 sft

= 5.42 sqm / sqm = Tk 0.808 lac

36

analysis

Front Entrance door inGF

1 X 43 ' - 6 " X 24 ' - 0 " = 1044.00 sft

deduct, glass door -2 X 4 ' - 2 " X 7 ' - 0 " = -58.33 sft

= 985.67 sft

= 91.60 sqm / sqm = Tk 5.990 lac

37

CE 76 e

11.1.5

Single swing door ( per swing 3'-4")

GF 10 X 17 ' - 6 " = 175.00 rft

1st Floor 6 X 17 ' - 6 " = 105.00 rft

2nd Floor 6 X 17 ' - 6 " = 105.00 rft

3rd Floor 6 X 17 ' - 6 " = 105.00 rft

4th Floor 6 X 17 ' - 6 " = 105.00 rft

5th Floor 6 X 17 ' - 6 " = 105.00 rft

6th Floor 6 X 17 ' - 6 " = 105.00 rft

= 805.00 rft X 0 ' 6 " X 0 ' "

= 83.85 cft

= 2.37 cum / cum = Tk 3.161 lac

38

CE 86 a

12.7.1

GF 10 X 3 ' - 4 " X 6 ' - 10 " = 227.78 sft

1st Floor 6 X 3 ' - 4 " X 6 ' - 10 " = 136.67 sft

2nd Floor 6 X 3 ' - 4 " X 6 ' - 10 " = 136.67 sft

3rd Floor 6 X 3 ' - 4 " X 6 ' - 10 " = 136.67 sft

4th Floor 6 X 3 ' - 4 " X 6 ' - 10 " = 136.67 sft

5th Floor 6 X 3 ' - 4 " X 6 ' - 10 " = 136.67 sft

6th Floor 6 X 3 ' - 4 " X 6 ' - 10 " = 136.67 sft

= 1047.78 sft

= 97.34 sqm / sqm = Tk 3.165 lac

@ Tk

@ Tk 133119.00

6539.00

Supplying , fitting, fixing of swing door shutter provided by 10 mm thick Tempered Clear glass ( foreign made )

in/c locking arrangements, shutter closer, handle & other necessary fittings etc, all complete in all respect and


Supplying , fitting, fixing of fixed 10 mm thick Tempered Clear glass ( foreign made ) with 15.75 mm , 14.81 mm fixed

glass protector aluminium section and other necessary fitting, fixtures complete in all respect as per direction of the

engineer in charge.

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.

all complete and accepted by the Engineer.

(All sizes of wood are finished).

Door frame of Chittagong Teak wood

Supplying, fitting & fixing 36 mm thick & having density 400 kg/cum. solid particle board single leaf flush door for all

floors for internal use made of well matured mechanical seasoned garjan/other approved wooden frame having

finished size 35 x 50 mm around upon which 1.4 mm thick veneer (total two Nos. of veneers one of 0.7 mm

horizontally and another of 0.7 mm vertically made of Burma Teak/Champa/Chapalish /Garjan 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, 1 No. hatch-bolt, hinged cleats, buffer blocks etc. complete and accepted by the Engineer.

Burma Teak veneered.

2.5

14906.00

@ Tk

3251.00@ Tk

Page No 52

39

Analysis

GF 2 X 2 ' - 0 " X 2 ' - 0 " = 8.00 sft

1st Floor 2 X 2 ' - 0 " X 2 ' - 0 " = 8.00 sft

2nd Floor 2 X 2 ' - 0 " X 2 ' - 0 " = 8.00 sft

3rd Floor 2 X 2 ' - 0 " X 2 ' - 0 " = 8.00 sft

4th Floor 2 X 2 ' - 0 " X 2 ' - 0 " = 8.00 sft

5th Floor 2 X 2 ' - 0 " X 2 ' - 0 " = 8.00 sft

= 48.00 sft

= 4.46 sqm / sqm = Tk 0.101 lac

40

CE 111 d

14.6.2.3

GF

12 X 15 ' - 0 " X 4 ' - 6 " = 810.00 sft

2 X 16 ' - 8 " X 4 ' - 6 " = 150.00 sft

2 X 9 ' - 7 " X 4 ' - 6 " = 86.25 sft

3 X 6 ' - 0 " X 4 ' - 6 " = 81.00 sft

= 1127.25 sft ( Total length = rft )

1st floor

14 X 15 ' - 0 " X 4 ' - 6 " = 945.00 sft

3 X 16 ' - 8 " X 4 ' - 6 " = 225.00 sft

4 X 6 ' - 0 " X 4 ' - 6 " = 108.00 sft

2 X 12 ' - 11 " X 4 ' - 6 " = 116.25 sft

3 X 10 ' - 0 " X 4 ' - 6 " = 135.00 sft

2 X 8 ' - 9 " X 4 ' - 6 " = 78.75 sft


2nd floor

16 X 15 ' - 0 " X 4 ' - 6 " = 1080.00 sft

4 X 6 ' - 5 " X 4 ' - 6 " = 115.50 sft

4 X 16 ' - 8 " X 4 ' - 6 " = 300.00 sft

8 X 6 ' - 0 " X 4 ' - 6 " = 216.00 sft


3rd floor = 1711.50 sft

4th floor = 1711.50 sft

same as 2nd floor

same as 3rd floor

Extra rate for punching in veneered board door shutter and Supplying, fitting & fixing fixed glass on punched

veneered board door shutter providing 25 mm wide & 12 mm thick wooden bit/frame of Teak chambal wood , 5 mm foreign

made clear glass in/c nails, putty, etc, all complete in all respect in all floors as per design and direction of the engineer in

charge.

@ Tk

Supplying, fitting and fixing of Aluminium sliding window as per the U.S. Architectural Aluminium Manufacturer’s

Association (AAMA) standard specification having 1.5 mm thick outer bottom (size 75.50 mm, 32mm), 1.5 mm thick

outer top (size 75.50 mm, 16.80 mm), 1.5 mm thick shutter top (size 33 mm.26.80, 22 mm), 1.5 mm thick shutter

bottom (size 60mm, 24.40 mm), 1.5 mm thick outer side(size 75.50 mm,19.90 mm), 1.5 mm thick sliding fixed side

(size 31 mm, 26 mm),1.5 mm thick shutter lock (size 49.20 mm 26.20 mm) & 1.5 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 color

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 & nuts in/c sealants, keeping

provision for fitting 5 mm thick glass including labour charge for fitting of accessories, making grooves & mending good

damages, carriage, and electricity complete in all respect as per drawing and accepted by the Engineer.

Size : 900 mm X 1400 mm ( total weight minimum 7.409 kg ) , Colour : Silver colour.

250.50

2269.00

357.33

380.33

Page No 53

5th floor

28 X 15 ' - 0 " X 4 ' - 6 " = 1890.00 sft

8 X 16 ' - 8 " X 4 ' - 6 " = 600.00 sft

4 X 5 ' - 6 " X 4 ' - 6 " = 99.00 sft



= 971.64 sqm / sqm = Tk 35.105 lac

41

CE 112 b

14.8.3

GF 1 X 28 ' - 4 " X 6 ' - 0 " = 170.00 sft

1 X 7 ' - 4 " X 6 ' - 0 " = 44.00 sft

4 X 6 ' - 0 " X 6 ' - 0 " = 144.00 sft

2 X 10 ' - 5 " X 6 ' - 0 " = 125.00 sft

5 X 2 ' - 6 " X 6 ' - 0 " = 75.00 sft

1 X 7 ' - 10 " X 6 ' - 0 " = 47.00 sft


1st floor

1 X 5 ' - 10 " X 6 ' - 0 " = 35.00 sft

1 X 7 ' - 9 " X 6 ' - 0 " = 46.50 sft

1 X 6 ' - 3 " X 6 ' - 0 " = 37.50 sft

1 X 8 ' - 6 " X 6 ' - 0 " = 51.00 sft

1 X 7 ' - 10 " X 6 ' - 0 " = 47.00 sft

5 X 2 ' - 6 " X 6 ' - 0 " = 75.00 sft

1 X 6 ' - 6 " X 6 ' - 0 " = 39.00 sft


2nd floor 4 X 2 ' - 6 " X 6 ' - 0 " = 60.00 sft


3rd floor = 60.00 sft

4th floor = 60.00 sft

5th floor 4 X 2 ' - 6 " X 6 ' - 0 " = 60.00 sft

6th floor 12 X 6 ' - 0 " X 6 ' - 0 " = 432.00 sft ( Total length = rft )

Total = 1608.00 sft

same as 2nd floor

72.00

( mark A )

55.17

10.00

100.83

same as 3rd floor

3613.00

Supplying, fitting and fixing of Aluminium fixed composite window as per the U.S. Architectural Aluminium

Manufacturer’s Association (AAMA) standard specification having 1.5 mm thick outer bottom (size 75.50 mm, 32 mm,

0.695 kg/m), 1.5 mm thick outer top (size 75.50mm, 26.80 mm, 0.78 kg/m), 1.5 mm thick shutter top (size 33 mm,

26.80 mm, 0.536 kg/m), 1.5 mm thick shutter bottom (size 60 mm, 24.40 mm, 0.736 kg/m), 1.5 mm thick outer side

(size 75.50 mm, 19.90 mm, 0.616 kg/m), 1.5 mm thick sliding fixed side (size 31 mm, 26 mm, 0.422 kg/m), 1.5 mm

thick shutter lock (size 49.20 mm, 26.20 mm, 0.661 kg/m), 1.5 mm thick inter lock (size 34.40 mm, 32.10 mm 0.665

kg/m) 1.5 mm thick bottom cover (size 37.78 mm, 31.78 mm, 0.313 kg/m), 1.5 mm thick grouve cover (76.20 mm,

38.10 mm, 0.912 kg/m), 1.5 mm thick grouve cover ( size 57.15 mm, 15.80 mm, 0.452 kg/m) and 1.5 mm thick top &

side (size 76.20 mm, 38.10 mm, 0.3 kg/m) sections all Aluminium members (Total weight 12.297 kg) will be anodized

to Bronze/Silver color 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 & nuts in/c sealants,

keeping provision for fitting 5mm thick glass including labour charge for fitting of accessories, making grooves &

mending good damages, carriage, and electricity complete in all respect as per drawing and accepted by the

Engineer.

Size: 1500mm x 2100 mm , Colour : Silver colour.

( mark A )

@ Tk

575.33

Page No 54

= 149.39 sqm / sqm = Tk 3.992 lac@ Tk 2672.00

Page No 55

42

CE 115b

14.11.3

(Basement) 24 X 12 ' - 0 " X 3 ' - 3 " = 936.00 sft

GF 4 X 15 ' - 0 " X 3 ' - 3 " = 195.00 sft

1 X rft X 3 ' - 3 " = 814.13 sft

1 X rft X 3 ' - 3 " = 327.71 sft

Total = 1336.83 sft

1st Floor 4 X 15 ' - 0 " X 3 ' - 3 " = 195.00 sft

1 X rft X 3 ' - 3 " = 1161.33 sft

1 X rft X 3 ' - 3 " = 179.29 sft

= 1535.63 sft

2nd Floor 4 X 15 ' - 0 " X 3 ' - 3 " = 195.00 sft

1 X rft X 3 ' - 3 " = 1236.08 sft

1 X rft X 3 ' - 3 " = 32.50 sft

= 1463.58 sft

3rd Floor area same as 2nd floor = 1463.58 sft

4th Floor area same as 2nd floor = 1463.58 sft

5th Floor 4 X 15 ' - 0 " X 3 ' - 3 " = 195.00 sft

1 X rft X 3 ' - 3 " = 1869.83 sft

1 X rft X 3 ' - 3 " = 195.00 sft

= 2259.83 sft


= 971.67 sqm / sqm = Tk 28.023 lac

43

CE 113 b

14.9.3

GF - 5 th Floor rft X 3 ' - 3 " = 325.00 sft

= 30.19 sqm / sqm = Tk 1.742 lac

575.33

60.00

100.83

357.33

55.17

10.00

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

Association (AAMA) standard specification mm, 0.313 kg/m) 1.5 mm thick bottom cover (size 76.2 mm, 38.10 mm,

0.76 kg/m) & 2.5 mm thick grouve cover section (size 57.15mm, 15.80 mm, 0.425 kg/m) and 1.5 thick top & 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 color 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 & bolt etc. complete

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

Colour : Silver colour.

380.33

Supplying, fitting and fixing of Aluminium top hung/casement windows as per the U.S. Architectural Aluminium

Manufacturer’s Association (AAMA) standard specification having 1.5 mm thick casement outer (size 38.86 mm, 36.36

mm, 0.395kg/m), 1.9 mm thick casement shutter (size 47.62 mm, 28.57 mm, 0.692 kg/m), & 1.245 mm thick shutter

glass clip (size 15.87 mm, 27 mm, 0.188 kg/m) sections of all Aluminium members will (Total weight 7.584 kg) be

anodized to Aluminium Bronze/Silver color with a coat not less than 15 micron in thickness and density of 4 mg per

square cm etc. including all accessories 4-bar hinge, casement handle, bolts & nuts keeping provision for fitting 5 mm

thick glass including labour charge for fitting of accessories, making grooves & mending good damages, carriage, and

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


250.50

2884.00@ Tk

@ Tk

100.00

5768.00

Page No 56

44

CE 107b

14.2.3

GF 1 X 4 ' - 0 " X 7 ' - 0 " = 28.00 sft

1st Floor 1 X 4 ' - 0 " X 7 ' - 0 " = 28.00 sft

2nd Floor 1 X 4 ' - 0 " X 7 ' - 0 " = 28.00 sft

3rd Floor 1 X 4 ' - 0 " X 7 ' - 0 " = 28.00 sft

4th Floor 1 X 4 ' - 0 " X 7 ' - 0 " = 28.00 sft

5th Floor 1 X 4 ' - 0 " X 7 ' - 0 " = 28.00 sft

= 168.00 sft

= 15.61 sqm / sqm = Tk 0.798 lac

45

CE 109 b

14.4.3

GF 1 X 4 ' - 0 " X 7 ' - 0 " = 126.00 sft

1st Floor 1 X 4 ' - 0 " X 7 ' - 0 " = 210.00 sft

= 336.00 sft

= 31.22 sqm / sqm = Tk 0.683 lac

46

CE 104 a13.4.1

Quantity same as aluminium sliding window = 10458.75 sft

Quantity same as aluminium composite fixed window = 1608.00 sft

Quantity same as aluminium fixed fanlight = 10459.04 sft

= 22525.79 sft

= 2092.70 sqm / sqm = Tk 38.129 lac1822.00@ Tk

5112.00@ Tk

Supplying fitting and fixing of Aluminium composite swing doors as per the U.S. Architectural Aluminium

Manufacturer’s Association (AAMA) standard specification having 1.8 mm 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. 14.49mm .115

kg/m), 2.5 mm thick clousure section (size 101.60 mm, 42.93 mm 1.5 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,

0.60 kg/m), 1.8 mm thick shutter top (size 51 mm, 43.99 mm, 1.88 kg/m) & 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, labor charge, fabrication, fitting

fixing in position, carriage & 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) , Silver colour.

@ Tk 2187.00

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

Association (AAMA) standard specification having 1.5 mm thick outer bottom (size 75.50 mm, 17.79 mm, 0.528 kg/m),

1.5 mm thick outer top (size 75.50 mm, 26.80 mm, 0.78 kg/m) 1.5 mm thick shutter top (size 33 mm, 26.80 mm, 0.536

kg/m), 1.5 mm shutter bottom (size 60 mm, 24 mm, 0.736 kg/m), 1.5 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), 1.5 mm thick inter lock (size 34.40

mm, 32.10 mm, 0.665 kg/m), 1.5 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

micrones 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 & nuts in/c sealants, keeping provision for

fitting 5mm thick glass including labour charge for fitting of accessories, making grooves & mending good damages,

carriage, and electricity

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

Size: 2100 mm x 2100mm , Colour : Silver colour.

Supplying fitting, fixing window grills of any design made with 25 x 6 mm F.I. bar in/c fabrication, welding, cost of

electricity workshop charges, carriage, cutting grooves, mending good the damages, tools & plants etc. complete for all

floors as per direction of the engineer-in-charge. (Total weight per sqm should be min 42.88 kg. & add or deduct @

Tk.9.04 for each kg. excess or less respectively)

Page No 57

47

(CE 106 )

13.8.

Mid void 24 X 8 ' - 0 " X 6 ' - 0 " = 1152.00 sft

24 X 8 ' - 7 " X 6 ' - 0 " = 1236.00 sft

24 X 20 ' - 0 " X 6 ' - 0 " = 2880.00 sft

stair side 24 X 7 ' - 9 " X 6 ' - 0 " = 1116.00 sft

24 X 3 ' - 11 " X 6 ' - 0 " = 564.00 sft

= 6948.00 sft

= 645.48 sqm / sqm = Tk 8.985 lac

48

CE 116 b

14.12.3

quantity same as aluminium top hung window = 10459.04 sft

deduct, basement top hung window area = 936.00 sft

net area = 9523.04 sft

= 884.71 sqm / sqm = Tk 47.297 lac

49

CE 117 b

14.14.1

Quantity BF from aluminium swing door = 168.00 sft

Quantity BF from aluminium sliding door = 336.00 sft

Quantity BF from aluminium sliding window = 10458.75 sft

Quantity BF from aluminium fixed composite window = 1608.00 sft

Quantity BF from aluminium fixed fanlight = 10459.04 sft

= 23029.79 sft

= 2139.52 sqm / sqm = Tk 12.687 lac

50

CE 117 d

= 100.00 sqm / sqm = Tk 3.113 lac

51

CE 171

22.9.

GF 8 X 16 ' - 6 " =

1st Floor 9 X 16 ' - 6 " =

2nd Floor 9 X 16 ' - 6 " =

3rd Floor 9 X 16 ' - 6 " =

4th Floor 9 X 16 ' - 6 " =

5th Floor 9 X 16 ' - 6 " =

=

= / rm = Tk 1.093 lac

1392.00

@ Tk 593.00

@ Tk 5346.00

Supplying fitting and fixing of Aluminium fixed louver as per the U.S. Architectural Aluminium Manufacturer’s

Association (AAMA) standard specification having 1.5mm 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) & 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 color 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 &

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


Supplying, fitting and fixing in Aluminium door frames Partitions/ windows distortion free foreign made 5 mm thick

glass of approved quality and shade including cost of fitting fixing all necessary accessories etc. complete in all

respect as per drawing and direction of the engineer-in-charge.

Clear glass.

Supplying, fitting and fixing or pesting screen colour paper on glass pan approved and accepted by the Engineer.

148.50 rft

148.50 rft

@ Tk 3113.00

rm

132.00

874.50 rft

@ Tk

148.50 rft

266.62

rft148.50

148.50 rft

410.00

@ Tk

rft

Supplying, fitting, fixing of uPVC plastic door/window frame having specific gravity 1.35 - 1.45, and other physical,

chemical, thermal, fire resistivity properties etc. as per BSTI approved manufacurer standards or ASTM, BS/ISO/IS

standards fitted & 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 revit making necessary grooves & and mending good the damages, finishing, curing, carraige etc

complete in all respect accepted by the Engineer.

Supplying, fitting and fixing of verandah grills made of 3/8" dia M.S rod placed @ 3 " c/c both ways fitted with outer frame

of M.S. Angle 1" X 1" X 1/4 " as per drawing and approved and accepted by the Engineer.

Page No 58

52

CE 172 b

22.10.2

GF 8 nos

1st Floor 9 nos

2nd Floor 9 nos

3rd Floor 9 nos

4th Floor 9 nos

5 th Floor 9

total 53 nos each = Tk 1.827 lac

53

CE 77 a

11.2.

GF to 5th floor 46 X 2 X 3 = 276 nos each = Tk 0.135 lac

54

CE 100

12.25

Total no of hasp bolt = each = Tk 0.140 lac

55

CE 99 a12.22.

= each = Tk 0.354 lac

56

CE 99 a

12.22.


57

CE 99 c

12.24.


58

CE 99 b

12.23.1 = each = Tk 0.528 lac

59

CE 98 a

12.21.1 46 X 3 ' - 6 " X 7 ' - 0 " = 1127.00 sft

= 104.70 sqm / sqm = Tk 0.161 lac

Sub Total = Tk 2077.700 lac

Supplying, fitting and fixing of best quality magnetic door shock absorber in/c all necessary tools and

accessories etc. all complete approved and accepted by the Engineer.

Supplying, fitting , fixing of "King Brand" ( made in Korea / equivalent ) hydraulic door closer ( big

size ) including all necessary tools and accessories etc all complete approved and accepted by the Engineer.

305.00

20 nos

nos

1055.00

Supplying, fitting & 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.

267.00

20 nos @ Tk

@ Tk

50 nos

154.00

Extra cost for using brass fittings in place of iron fittings in doors for all floors approved and accepted by the

Engineer.

@ Tk

46

Supplying, fitting , fixing of "King Brand" ( made in Korea / equivalent ) hydraulic door closer ( big size )

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

1768.00

@ Tk 1768.00

@ Tk

50 nos @ Tk

Supplying, fitting and fixing MORTICE door lock approved and accepted by the Engineer.

Supplying , fitting and fixing M.S. Flat bar clamp of 225 X 38 X 6 mm size having bifurcated ends to door and

window frames with necessary screws and uncasing inside the wall with cement concrete ( 1:2:4 ) etc. Complete and


= @ Tk

@ Tk 49.00

3447.00

Supplying, fitting, fixing of uPVC/hollow or solid plastic door shutter having specific gravity 1.35 - 1.45, thckness

1.7 mm-2.2 mm, and other physical, chemical, thermal, fire resistivity properties etc. as per BSTI approved

manufacurer standards or ASTM, BS/ISO/IS standards of different sizes fitted fixed with uPVC plastic door frame

weigning 5.82 kg/m2 with at least 3 nos hinges by min 64 nos Ø 3.17 mm & 3.97 mm 12.7 mm long revits, 12 nos 25.4

mm screws, Ø 9.38 mm, 150 mm long tower bolts 2 nos, 146 mm plastic handle by revit 2 nos, plastic inner joint

234.95 mm x 127 mm clamp, 76.2 mm x 57.15 mm, 25 mm dia 1 no hasbolt, special type roundlock, carraying the

same to the site & local carraige etc. complete in all respect accepted by the Engineer.

760 mm X 2130 mm uPVC plastic shutter ( solid )

Page No 59


06 to 08 08 to 11

BF 2278.6015 2669.836

10,173.00 10399.00 0.552 0.563762 -31.8% 2.2%

1,084.00 0.993 0 -83.4% -100.0%

190,899.00 214544.00 4.533 5.09499 43.4% 12.4%

3,755.00 4156.00 3.655 4.045489 15.5% 10.7%

Rate Total

Page No 60

Page No 61

2,879.00 3120.00 27.974 30.31522 -20.3% 8.4%

Page No 62

2,193.00 2436.00 3.276 3.639064 -17.9% 11.1%

Page No 63

2,665.00 2975.00 25.895 28.90714 -7.6% 11.6%

6,945.00 7994.00 2.097 2.413647 20.4% 15.1%

Page No 64

4,817.00 5193.00 0.752 0.810502 -5.8% 7.8%

1,823.00 2030.00 0.569 0.633668 -16.6% 11.4%

2,266.00 2570.00 47.421 53.78232 24.4% 13.4%

Page No 65

1,842.00 2070.00 11.890 13.36154 32.3% 12.4%

4,803.00 5674.00 42.493 50.19857 -10.2% 18.1%

787.00 856.00 16.838 18.31429 32.7% 8.8%

176.00 217.00 0.469 0.578556 -57.1% 23.3%

Page No 66

2,737.00 2960.00 1.451 1.5688 -20.6% 8.1%

60.00 73.00 0.166 0.20148 22.4% 21.7%

317.00 322.00 0.146 0.14812 3.9% 1.6%

1,931.00 2014.00 0.386 0.4028 9.2% 4.3%

1,931.00 2014.00 0.386 0.4028 9.2% 4.3%

190.00 215.00 0.095 0.1075 -28.8% 13.2%

1,218.00 1293.00 0.609 0.6465 15.5% 6.2%

360.00 382.00 0.377 0.399957 133.8% 6.1%

2471.6227 2886.373 18.96 16.8%

Page No 58

B F 2077.700 lac

60

CE 131 b16.4.

1st floor to 4th floor 2 X 190 ' - 0 " X 60 ' - 0 " = 22800.00 sft

2 X 60 ' - 0 " X 60 ' - 0 " = 7200.00 sft

semi circular 2 X 78 ' - 6 " X 60 ' - 0 " = 9420.00 sft

5th floor 2 X 190 ' - 0 " X 12 ' - 0 " = 4560.00 sft

22 X 20 ' - 0 " X 12 ' - 0 " = 5280.00 sft

2 X 30 ' - 0 " X 12 ' - 0 " = 720.00 sft

6th floor 2 X 110 ' - 0 " X 12 ' - 0 " = 2640.00 sft

2 X 30 ' - 0 " X 12 ' - 0 " = 720.00 sft

= 53340.00 sft

= 4955.41 sqm / sqm = Tk 5.055 lac

61CE 133 b

16.8.2

Walls

(i) GF



= 22018.00 sft

Deduction






= 3436.86 sft


(ii) 1st Floor



= 19430.00 sft

Deduction






= 3768.79 sft


(iii) 2nd Floor

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 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 & scaled materials, fungus, mending good the surface defects, sand paparing

the surface and necessary scaffolding, spreading by brush/ roller/spray etc. all complete in all floor accepted by the

Engineer.

lime putty to be applied as per manufacturer instructions approved and accepted by the Engineer.

rft

636.17 rft

734.33 rft

491.50

550.25

on exterior surface applying as per manufacturer instruction 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.

@ Tk 102.00

rft

Page No 59



= 20240.00 sft

Deduction






= 3529.25 sft


(iv) 3rd Floor


(v) 4th Floor


(vi) 5th Floor



parapet wall 4X10 X X 10 ' - 10 " = 8666.67 sft

= 29554.67 sft

Deduction






= 5203.00 sft


(vii) 6th Floor

for 10 " wall both side 2 X 350 ' - 0 " X 12 ' - 0 " = 8400.00 sft

Deduct, windows = 432.00 sft

Deduct, Doors = 136.67 sft

= 7831.33 sft

Total wall area to be painted = 116557.60 sft

Ceiling, column, lift wall etc

GF Ref , mark B of Item 16 = 110645.58 sft

deduct , basement plaster area = 58938.29

1st Floor Ref , mark C of Item 16 = 52813.93 sft

2nd Floor Ref , mark D of Item 16 = 53053.93 sft

3rd Floor same as 2nd floor = 53053.93 sft

4th Floor same as 3rd floor = 53053.93 sft

5th Floor Ref , mark E of Item 16 = 46683.27 sft

6th Floor Ref , mark F of Item 16 = 7210.00 sft

= 317576.28 sft

404.50 rft

877.67 rft

rft

20.00 rft

rft

464.50

811.67

Page No 60

Total wall + ceiling and others = 434133.88 sft

deduct wall tiles area = 14402.67 sft


= 38993.98 sqm / sqm = Tk 56.151 lac

62

CE 132

16.7

Basement floor = 58938.29 sft

= 5475.50 sqm / sqm = Tk 4.545 lac

63

CE 129

16.1.

GF 1 X 40 ' - 0 " X 40 ' - 0 " = 1600.00 sft

1st Floor 1 X 40 ' - 0 " X 40 ' - 0 " = 1600.00 sft

= 3200.00 sft

= 297.29 sqm / sqm = Tk 0.025 lac

64

CE 137

16.14 single swing 46 X 3 ' - 4 " X 7 ' - 0 " = 1073.33 sft

= 1073.33 sft X

= 2683.33 sft

= 249.29 sqm / sqm = Tk 0.239 lac

65

CE 131d

16.6.

area same as window grill area = 22525.79 sft

2092.70 sqm / sqm = Tk 2.114 lac

@ Tk 144.00

@ Tk

Approved best quality and colour synthetic polyvinyl distemper delivered from authorized local agent of the

manufacturer in a sealed container, applying to wall & 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 & scaled materials,

applying the paint by brush/rooller and necessary scaffolding etc. all complete in all floor accepted by the Engineer.

@ Tk 101.00

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 specfic 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


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 floor accepted by the Engineer.

@ Tk 96.00

White washing by three coats, lime mixture prepared at least 12 hours before use, slacking stone lime, supply of

gums, blue, stirring thoroughly, removing the floating materials from the mixer, surface cleaning to free from all

foreign materials before application of each coat, applying one vertical & one horizontal wash for each coat &

successive coat is to be applied after drying up of previous coat in/c hair brass, providing necessary scaffolding and

cleaning plinth, floors, doors, windows, portions & ventilators by washing, rubbing, oiling if necessary after white

wash for all floors in/c cost of water, electricity & other charges etc. complete in all respect accepted by the Engineer.

2.5

8.50

83.00

@ Tk

Page No 61

66

CE 61

08.4.

GF 40 nos

1st Floor 42 nos

2nd Floor 64 nos

3rd Floor 64 nos

4th Floor 64 nos

5th Floor 64 nos

338 nos each = Tk 0.206 lac

67

CE 157 d

20.7.4

GF 2 X 2 X 12 X 3 ' - 0 " = 144.00 rft

2 X 2 X 12 X 4 ' - 8 " = 224.00 rft

2 X 2 X 12 X 3 ' - 6 " = 168.00 rft

2 X 2 X 12 X 5 ' - 0 " = 240.00 rft

1st Floor 2 X 2 X 12 X 3 ' - 0 " = 144.00 rft

2 X 2 X 12 X 4 ' - 8 " = 224.00 rft

2 X 2 X 12 X 5 ' - 0 " = 240.00 rft

2nd Floor 2 X 2 X 12 X 3 ' - 0 " = 144.00 rft

2 X 2 X 12 X 4 ' - 8 " = 224.00 rft

2 X 2 X 12 X 5 ' - 0 " = 240.00 rft

3rd Floor 2 X 2 X 12 X 3 ' - 0 " = 144.00 rft

2 X 2 X 12 X 4 ' - 8 " = 224.00 rft

2 X 2 X 12 X 5 ' - 0 " = 240.00 rft

4th Floor 2 X 2 X 12 X 3 ' - 0 " = 144.00 rft

2 X 2 X 12 X 4 ' - 8 " = 224.00 rft

2 X 2 X 12 X 5 ' - 0 " = 240.00 rft

5th Floor 2 X 2 X 12 X 3 ' - 0 " = 144.00 rft

2 X 2 X 12 X 5 ' - 0 " = 240.00 rft

= 3592.00 rft

= 1095.12 rm /rm = 8.947 lac

68

CE 230 b1

26.31

60 X 72 ' - 0 " =

= /rm = Tk 4.096 lac

Sub Total = Tk 2159.078 lac

4320 rft

Supplying fan hook of 16 mm diameter M.S. Rod ( one meter straight length ) having rounded hook at the middle

of bar in proper size so as to be concealed within fan cup including fabrication and fitting fixing in all floors accepted

by the Engineer.

Supplying 100 mm inside diameter best quality uPVC rain water down pipe fitting, fixed in positon with head and

shoes, bends, min.20 mm width F.I bar clamp and nails, and including all accessories such as round grating /

doomed roof grating bands, sockets approved and accepted by the Engineer.

@ Tk

817.00@ Tk

61.00

rm1317.07

Providing nosing to the Nose of tread of stair including supplying 3 nos of 75 mm long 12 mm X 3 mm F.I bar

clamp with bifurcated ends in each treads including fitting and fixing with the angle by welding including fitting and

fixing the angle by cutting grooves in RCC , fixing and finishing and the same with CC ( 1:2:4 ) etc., cost of electricity

all complete and accepted by the Engineer.

Providing 1.5 " X 1.5 " X 1/4 " brass angle to the nosing of stair case.

@ Tk 311.00

Page No 62


06 to 08 08 to 11

BF 2471.623 2886.373

138.00 166.00 6.838 8.225975 35.3% 20.3%

Rate Total

Page No 63

Page No 64

161.00 186.00 62.780 72.52881 11.8% 15.5%

105.00 122.00 5.749 6.680111 26.5% 16.2%

12.00 15.00 0.036 0.044593 41.2% 25.0%

178.00 230.00 0.444 0.573362 85.4% 29.2%

123.00 150.00 2.574 3.139046 21.8% 22.0%

Page No 65

81.00 95.00 0.274 0.3211 32.8% 17.3%

888.00 966.00 9.725 10.57888 8.7% 8.8%

552.00 524.00 7.270 6.901463 77.5% -5.1%

2567.313 2995.366 18.91% 16.7%

Page no 62

B.F 2159.078 lac

69

CE 140

17.2.

2 X 200 ' - 0 " =

1 X 150 ' - 0 " =

=

= / rm = TK 2.146 lac

70

CE 139

17.1

Ramp front 1 X 30 ' - 0 " =

1 X 120 ' - 0 " =

2 X 40 ' - 0 " =

=

= / rm = TK 0.438 lac

71

CE 141

17.3.

left and right side 2 X 192 ' - 0 " =

front and back side 2 X 122 ' - 0 " =

= X 5'-0"

=

= / sqm = TK 1.266 lac

80.00

rft

3140.00 sft

384.00

244.00

Constructing surface drain of 600 mm (Av) depth and 225 mm clear width at the bottom and 525 mm at the top having 125

mm thick cement concrete (1:2:4) curb up to 300 mm from the bottom over one layer of polythene on top brick flat soling and the

side slopes of the remaing 300 mm height provided with 125mm thick lst class brick work in cement mortar (1:6) in/c minimum

12mm thick cement sand ( F.M 1.2 ) plaster (1:3) in/c neat cement finishing the surfaces and back of the drain up to 150 mm

below ground level with fresh cement , curing at least for 7 days in/c excavation of all kinds of soil, back filling with fine sand

(F.M. 0.8) consolidating and dressing, in/c cost of water, electricity, other charges etc complete and accepted by the Engineer.


Constructing surface drain of 300 mm clear width and depth up to 300 mm in brick masonry with 125 mm thick check wall in

cement mortar (1:6) over av. 75 mm thick cement concrete base (1:3:6) over one layer of brick flat soling. The surface having

minimum 12mm thick cement sand ( F.M 1.2 ) plaster (1:3) and neat cement finishing with cement , curing at least for 7 days

in/c excavation in all kinds of soil, back filling with fine sand (F.M. 0.8), consolidating and dressing, cost of water, electricity,

other charges etc complete and accepted by the Engineer.


Providing apron with 50 mm thick cement concrete (1:2:4) with cement (conforming to BDS 232), coarse sand and picked

jhama chips in/c breaking chips and one layer brick flat soling at bottom with lst class or picked jhama bricks in/c cutting earth

for preparation of bed and filling the interstices with local sand (F.M. 0.8) in/c finishing, dressing, curing at least for 7 days etc. all

complete, in/c cost of water, electricity, other charges accepted by the Engineer.


624.00@ Tk70.12 rm

291.71

1280.00@ Tk

@ Tksqm

400.00

550.00 rft

rft

434.00

167.68 rm

628.00 rft

rft

rft230.00

rft

150.00 rft

30.00 rft

rft

120.00

Page no 63

72

CE 155 c

20.4.

( i ) GF

main entry 5 X 4 ' - 0 " = 20.00 rft

stair railing , basement stair 4 X 9 ' - 9 " = 39.00 rft

GF Stair : corner stair 4 X 11 ' - 8 " = 46.67 rft

3.14 X 3 ' - 8 " = 11.51 rft

short side stairs 8 X 11 ' - 8 " = 93.33 rft

long side stairs 8 X 11 ' - 8 " = 93.33 rft

2 X 3.14 X 5 ' - 6 " = 34.54 rft


2 X 28 ' - 2 " = 56.33 rft

= 441.39 rft

( ii ) 1st Floor



2 X 3.14 X 5 ' - 6 " = 34.54 rft


2 X 28 ' - 2 " = 56.33 rft

= 324.21 rft

( iii ) 2nd Floor

( quantity same as 1st floor )= 324.21

( iv ) 3rd Floor

( quantity same as 2nd floor )= 324.21

( v ) 4th Floor

( quantity same as 3rd floor )= 324.21

( vi ) 5th Floor



2 X 3.14 X 5 ' - 6 " = 34.54 rft


2 X 28 ' - 2 " = 56.33 rft

= 324.21 rft

Total = 2062.42 rft

= 2062.42 X sft

= 6187.26 sft =

= 574.81 sqm = /sqm = TK 35.460 lac

Supplying, fitting and fixing 12 mm dia G.I pipe stair railing of any standard height of any design & shape with 50 x 50 x 6 mm

M.S. plate at the base f 12 mm dia G.I. Pipe and fitted andfixed by welding. Placing the pipes vertically @ 125 mm c/c (2 Nos. in

each steps) 150 mm ecbeded into the R.C.C tread of stair case after cutting grooves and mending good the damages with C.C.

& providing 38 x 6 mm F.I. bar on the top of G.I. pipe to provide wooden/G.I. pipe hand rail of any design in/c polishing painting

etc. all complete and accepted by the Engineer. ( Exposed area of railing will be considered for measurement. rate is excluding

cost of paint)

Supplying , fitting and fixing stainless steel ( S S ) stair railing of standard height with 2 mm thick 2.5 " dia pipe for hand - rail as

per drawing and accepted by the Engineer.

3 ' - 0"

@ Tk 6169.00

Page no 64

73

CE 156c

20.6

( i ) GF

Railing , Stair void side 4 X 18 ' - 0 " = 72.00 rft

4 X 8 ' - 7 " = 34.33 rft

4 X 8 ' - 0 " = 32.00 rft

stair side 2 X 11 ' - 8 " = 23.33 rft

2 X 11 ' - 5 " = 22.83 rft

Flower bed 2 X 15 ' - 0 " = 30.00 rft

= 214.50 rft

( ii ) 1st Floor

Railing :Stair void side 4 X 18 ' - 0 " = 72.00 rft

4 X 8 ' - 7 " = 34.33 rft

4 X 8 ' - 0 " = 32.00 rft

lobby 1 X 30 ' - 0 " = 30.00 rft

stair side 2 X 11 ' - 8 " = 23.33 rft

2 X 11 ' - 5 " = 22.83 rft

= 214.50 rft

( iii ) 2nd Floor

( quantity same as 1st floor excluding lobby)= 184.50 rft

( iv ) 3rd Floor

( quantity same as 2nd floor )= 184.50 rft

( v ) 4th Floor

( quantity same as 3rd floor )= 184.50 rft

( vi ) 5th Floor

stair side 2 X 11 ' - 8 " = 23.33 rft

2 X 11 ' - 5 " = 22.83 rft

= 46.17 rft

Total = 1028.67

rft

= 1028.67 X sft

= 2571.67 sft

= 238.914 sqm /sqm = TK 15.847 lac

74

CE 186 a

24.4

2 X 340 ' - 0 " X 20 ' - 0 " = 13600.00 sft

2 X 120 ' - 0 " X 20 ' - 0 " = 4800.00 sft

= 18400.00 sft

= 1709.40 sqm /sqm = TK 2.889 lac

75

CE 186 b

24.5.

2 X 340 ' - 0 " X 20 ' - 0 " = 13600.00 sft

2 X 120 ' - 0 " X 20 ' - 0 " = 4800.00 sft

= 18400.00 sft

= 1709.40 sqm /sqm = TK 4.718 lac

@ Tk

Supplying , fitting and fixing verandah railing with 2 mm thick 50 mm , 25 mm and 20 mm diameter stainless steel pipes as per

approved design and accepted by the Engineer.

@ Tk 276.00

Brick on edges pavement in herring bone bond with lst class or picked jhama bricks as per alignment, camber and grade

over 12 mm thick sand cushion (F.M. 0.50) including filling the joints with the same sand including cost of all materials and


169.00

Single layer brick flat soling in road work with lst class or picked jhama bricks as per alignment, camber and grade including

filling joints with sand (F.M. 0.50) etc. complete as per direction of the engineer-in-charge including cost of all materials and


2 ' - 6"

@ Tk 6633.00

Page no 65

76

CE 187

24.7.

2 X 920 ' - 0 " = 1840.00 rft

= 560.98 rm / rm = TK 0.224 lac

77

CE 152

19.6.

Front entrance 2 X 18 ' - 0 " X 10 ' - 0 " = 360.00 sft

= 33.44 sqm /sqm = TK 1.059 lac

78

CE 147 a

19.1.1

Side entrance 2 X 7 ' - 9 " X 7 ' - 0 " = 108.50 sft

1 X 7 ' - 6 " X 7 ' - 0 " = 52.50 sft

1 X 7 ' - 3 " X 7 ' - 0 " = 50.75 sft

= 211.75 sft

= 19.67 sqm /sqm = TK 0.414 lac

79

analysis

Basement floor

56 X 4 X 3 ' - 0 " = 672.00 rft

= 204.88 rm / rm = TK 0.512 lac

@ Tk

Brick on end edging (75 mm across the road) with lst class or picked jhama bricks and filling the gaps with fine sand (F.M.

0.50) in/c cutting trenches. true to level & grade, removing earth, refilling and ramming the sides properly including cost of all

materials and accepted by the Engineer.

40.00@ Tk

3165.00

Supplying. fitting and fixing of rolling shutter of any design & shape made of 24 SWG G.P, sheet unit minimum 69 mm width

having 10 mm & 12 mm dia Circular folding at ends ,rolled in machine, locked together properly to form rolling shutter, top of

the shutter to be fitted w with circular spring box made of 22 BWG sheet, containing best quality spring made in China, nutted

with 38 mm G.I. pipe at one end and the other end nutted to shutter in/c fitting the G.I. pipe again with 375 x 300 x 6 mm pankha

at ends with side guide channel (side channel consist of 50 x 100 x 6 mm M.S. plate with 2 x 19 x 3 mm F.I. bar, middle

channel consist of 2 x 150 mm x 6 mm M.S. plate with 2 x19 mm x 6 mm Fixed to wall or coloumn with clamps embeded in

R.C.C. part by cement concrete (1:2:4) in/c cutting holes (minimumm 3 x 25 mm x6 mm) mending the damages, finishing,

curing, bottom end of shutter fitted to folded G.P. sheet (min 125 mm width in two layers), which is again fitted to 25 x 25 x 3 mm

angle, providing handle (with F.I. bar 25 x 6 mm riveted) and locking arrangement in both sides, painting two coats with

approved colour and brand of synthetic enamel paint over a coat of priming etc. complete in all respect as per

drawing design accepted by the Engineer.

( Rate is excluding cost of paint)

Manufacturing, supplying, fitting and fixing collapsible gate of any design & shape made of 3/4" x 3/8" 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 in/c cutting the different M.S. members to required sizes, fabricating, welding, riveting with required size

rivets, providing requried size wheels, pulling handles on both sides, suitable locking arrangement, electrodes, greees 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 in/c cutting holes and mending good the damages by pouring concrete (1:2:4) into the holes &

finishing, etc complete, painting 2 (two) coats with approved best quality synthetic enamel paint over a coat of anticorrosive

painting, both end carraige, in/c greesing, electodes, curing etc. complete as per drawing & design

and accepted by the Engineer. (Rate is excluding cost of paint)

Supplying fitting and fixing of 62 mm X 62mm X 10 mm M.S angle each of 3'-0" height in each of four corner of column ,

placing in position with clamping with royal plug or any other means as per design , mending good the damages, etc. all complete in

all

@ Tk 250.00

@ Tk 2104.00

Page no 66

80

CE 56 a

26.31

GF to 1st Floor exposed column ( double ht column )

8 X 2 ' - 0 " X 2 ' - 0 " = 32.00 sft X 10 '

= 320.00 cft

= 9.06 cum / cum = TK 0.008 lac

81

CE 56 c

26.31

GF to 1st Floor exposed col 8 X ( 2' + 2' ) X 2 X 10 ' = 640.00 sft

= 59.46 sqm / sqm = TK 0.010 lac

82

CE 56 d

26.31

waffle roof beams

= 58.87 cft

= 1.67 cum / sqm = TK 0.002 lac

83

CE 56 f

26.31

= 157.00 sft

= 14.59 sqm / sqm = TK 0.006 lac

84

CE 56 g

26.31

= 39.10 cum / cum = TK 0.037 lac

85

CE 56 h

26.31

= 434.83 sqm / sqm = TK 0.100 lac

86

CE 67

26.31

In Column / Beam 100 X 25 X 0 ' - 6 " = 1250.00 inch /inch = TK 0.045 lac

quantity same as mark A of item 10 (D)

39.00

@ Tk

Extra rate over the rate of concrete ( materials, consumables and laying / placing concrete ) of RCC works in Tee beams, Ell beams

and rectangular beams where the free height of the structure exceeds 4 meter ( Rate is considered for each additional meter height

)

1/2 X 3.14 X 25'-0" X 1'-0" X 1'-6"

Extra rate over the rate of formwork / shuttering ( steel ) of RCC works in Columns , Capitals, lift walls and walls where the free

height of the structure exceeds 4 meter ( Rate is considered for the height of each additional 4 ( four ) meter or part)

@ Tk 92.00

@ Tk 16.00

Extra rate over the rate of concrete ( materials, consumables and laying / placing concrete ) of RCC works in floor/roof slab,

cantilever slab, waffle slab and drop panels where the free height of the structure exceeds 4 meter ( rate is considered for each

additional meter height )

3.57

Providing and making welded splice by welding of minimum 300 mm length at the lap of main reinforcement in re-bar cage to be

placed in bore-hole / where necessary by electric arc welding with highly oxidized electrodes making the joint prominent and accepted

by the Engineer. ( Rate is inclusive of all materials labour, tools, plants, electricity and all equipment )

@ Tk

Extra rate over the rate of concrete ( materials, consumables and laying / placing concrete ) of RCC works in Columns, Capitals, lift

walls and walls where the free height of the structure exceeds 4 meter ( Rate is considered for the height of each additional 4 ( four )

meter or part)

94.00

Extra rate over the rate of formwork / shuttering ( steel ) of RCC works in Tee beams, Ell beams and rectangular beams where

the free height of the structure exceeds 4 meter ( Rate is considered for each additional meter height )

1/2 X 3.14 X 25'-0" X ( 1'-0" + 3'-0" )

@ Tk

@ Tk 94.00

Extra rate over the rate of formwork / shuttering for RCC works in floor/roof slab, cantilever slab, waffle slab and drop panels

where the free height of the structure exceeds 4 mm ( rate is considered for each additional meter height )

quantity same as mark B of item 10 (D) @ Tk 23.00

Page no 67

87

CE 118

14.15

= 942.00 sft

= 87.51 sqm / sqm = TK 5.725 lac

88

CE 1c

01.1.3

1 office ( L.S ) = TK 3.506 lac

Grand Total lac

Assistant Engineer (Staff Officer ) Executive Engineer

Mirpur PWD Division, Dhaka Mirpur PWD Division, Dhaka

6542.00

Mirpur, Dhaka

Engineer's site office of minimum 38 sqm plinth area with providing security fencing, 5 kva stand by Generator , IBM compatible PC

with monitor, uninterrupted power supply ( UPS ), Laserjet printer ( minimum 25 ppm ) , furniture, first aid box, safety helmet, level /

theodolite / EDM, consumables, stationaries etc

Sub Divisional Engineer

Mirpur PWD Sub Division 2 Mirpur PWD Sub Division 2

2233.489

6 X 2 X 3.14 X ( 12.5 / 12 ) X 24'-0"

@ Tk

Sub-Assistant Engineer (Estimator )

Mirpur PWD Division, Dhaka

Sub-Assistant Engineer 1

Mirpur, Dhaka

Supplying , fitting and fixing of 4 mm thick Aluminium composite Panel ( European origin ) in column , beam and wall surface providing

with minimum 50 X 50 X 1.5 mm aluminium section including supply of necessary hardwares, consumables, scaffolding etc. approved

and accepted by the Engineer.

Before commencing the work, the Contractor shall submit sample of aluminium composite panel, aluminium sections, hardware and

consumables along with evidence of origin / brand / manufacturer, catalogue and method statement for executing the work to the

Engineer for approval. However, Engineer's approval shall not relieve the Contractor of his responsibilities and obligations under

contract.

Page no 68


06 to 08 08 to 11

BF 2567.31291 2995.366

1,663.00 2000.00 2.789 3.353659 29.9% 20.3%

818.00 1010.00 0.574 0.708232 31.1% 23.5%

581.00 723.00 1.695 2.109086 33.9% 24.4%

Rate Total

Page no 69

5,664.00 5839.00 32.557 33.56318 -8.2% 3.1%

Page no 70

7,862.00 8717.00 18.783 20.8261 18.5% 10.9%

243.00 327.00 4.154 5.589744 43.8% 34.6%

396.00 535.00 6.769 9.145299 43.5% 35.1%

Page no 71

61.00 83.00 0.342 0.46561 52.5% 36.1%

4,033.00 4818.00 1.349 1.611371 27.4% 19.5%

2,675.00 3066.00 0.526 0.603145 27.1% 14.6%

Page no 72

Page no 73

5,313.00 5455.00 4.650 4.773885 -18.8% 2.7%

364,472.00 427192.00 3.645 4.27192 4.0% 17.2%

2645.145 3082.4 18.43% 16.5% 0.380078

Page no 34

Rate Analysis for Item No 4 (b)

Supplying , fitting & fixing of Tempered glass ( fixed )

considering 1 no of glass ( 3' - 0" X 7' - 0" ) = sft

A. Cost of Materials

(i) Tempered glass in/c 5% wastage : 22.05 sft @ Tk 300.00 / sft = Tk 6615.00

(ii) Protector bit : 21.00 sft @ Tk 6.00 / sft = Tk 126.00

(iii) Alu. Fixed Section ( CE 117 b ) silver color : 24.00 sft @ Tk 167.30 / sft = Tk 4015.20

Tk 10756.20Contractor's Profit 10 % = Tk 1075.62Overhead expenses 3.50% = Tk 376.47

Tk 12208.29Vat 4.50 % = Tk 549.37

Grand Total = Tk 12757.66

Rate per sft = Tk 607.51

Rate per sqm = Tk 6539.21

Say Tk /= per sqm



Mirpur, Dhaka



21.00

6539

Sub-Assistant Engineer 1Mirpur PWD Sub Division 2

Mirpur, Dhaka

Sub Divisional EngineerMirpur PWD Sub Division 2

Page no 35

Rate Analysis for Item No 27

Providing weather coat

sft

(i) Cost of weather coat ( 4 liter covers 350 sft area ) : 1.14 @ Tk 162.50 / Liter = Tk 185.71

(ii) Cost of wall primer : 0.80 @ Tk 156.00 / Liter = Tk 124.80

(iii) Painter : 1.50 nos @ Tk 160.00 /person = Tk 240.00

(iv) Ordinary labour : 1.50 nos @ Tk 100.00 /person = Tk 150.00

(iv) Scaffolding, carrying, cleaning, sand papering, making the surface defect free etc: ( L.S ) = Tk 50.00

Tk 750.51

Add 10% contractors profit , 3.50% overhead charge = 13.50 % Tk 101.32

= Tk 851.83

Vat = 4.50 % = Tk 38.33




Say Tk / sqm



Sub-Assistant Engineer 1 Sub Divisional EngineerMirpur PWD Sub Division 2

Mirpur, Dhaka Mirpur, Dhaka


96.00


100.00Taking

Liter

Liter

Mirpur PWD Sub Division 2

Page no 36

Page no 37

Rate analysis for Item no 55

Manufacturing, supplying, fitting and fixing of stainless steel pipe stair railing

Taking 29'-0" X 3'-0" = sft

A. Cost of material

(i) 2.5" dia SS pipe ( foreign made )

Horizontal 1 X 13 ' 6 " = 13.50 rft

1 X 0 ' 8 " = 0.67 rft

1 X 13 ' 4 " = 13.33 rft

Vertical X 3 ' 3 " = 1.63 rft

= 29.13 rft

5% wastage = 1.4563 rft

30.58 rft @ Tk 190.00 / rft = Tk 5810.44

(ii) 1" dia SS pipe ( foreign made )

Vertical 10 X 2 ' 11 1/2 " = 29.58 rft

10 X 3 ' 1 1/2 " = 31.25 rft

= 60.83 rft


63.88 rft @ Tk 70.00 / rft = Tk 4471.25

(iii) 3/4" dia SS pipe ( foreign made )

Horizontal 10 X 13 ' 10 " = 138.33 rft

5 X 1 ' 0 " = 5.00 rft

= 143.33 rft


150.50 rft @ Tk 55.00 / rft = Tk 8277.50

(iv) 2.5" dia SS ball top ( 2 nos/4) 0.50 nos @ Tk 625.00 each = Tk 312.50

(v) 2.5" dia SS pipe socket ( 2 nos/4) 0.50 nos @ Tk 160.00 each = Tk 80.00

(vi) 2.5" dia SS Elbow 5.00 nos @ Tk 600.00 each = Tk 3000.00

(vii) 1" dia SS Elbow 10.00 nos @ Tk 200.00 each = Tk 2000.00

(viii) 15 mm thick SS base plate ( 3" X 8" ) 10.00 nos @ Tk 120.00 each = Tk 1200.00

(ix) Anchor 23.00 nos @ Tk 35.00 each = Tk 805.00

B. Cost of labour

: 87.00 @ Tk 120.00 / sft = Tk 10440.00

: 87.00 @ Tk 20.00 / sft = Tk 1740.00

(iii) Carrying charge from market to workshop and workshop to site : 87.00 @ Tk 6.00 / sft = Tk 522.00

: 87.00 @ Tk 6.00 / sft = Tk 522.00

sub total = Tk 39180.69

Add 10% contractors profit , 3.50% overhead charge 13.50 % Tk 5289.39

Tk 44470.08

Vat 4.50 % Tk 2001.15

Total = Tk 46471.23



say Tk 5750 / sqm


(ii) Polishing work including polish materials, labour, hire charge of

polish machine

sft



(iv) Labour charge for fitting , fixing including groove cutting and

mending good the damages

sft

Mirpur, Dhaka


Mirpur, Dhaka

87.00


0.5

(i) Cost of labour for fabrication including welding rod, hire charge of

welding machine, grinding machine etc

sft

sft

Page no 38



Manufacturing, supplying, fitting and fixing of stainless steel pipe stair railing

Taking 16'-3" X 3'-0" = sft

A. Cost of material(i) 2.5" dia SS pipe ( foreign made )



17.15 rft @ Tk 190.00 / rft = Tk 3258.50

(ii) 1" dia SS pipe ( foreign made )Vertical 8 X 2 ' 9 1/2 " = 22.33 rft


23.45 rft @ Tk 70.00 / rft = Tk 1641.50

(iii) 3/4" dia SS pipe ( foreign made )



102.90 rft @ Tk 55.00 / rft = Tk 5659.50

(iv) M.S flat bar 1" X 1/4" = 5.00 rft

= 4.25 lb ( 0.85 lb per rft )

5% wastage = 0.21 lb

4.46 lb @ Tk 15.43 / lb = Tk 68.86

(v) Anchor 3 X 6 = 18.00 nos

1 X 8 = 8.00 nos

= 26.00 nos @ Tk 35.00 each = Tk 910.00

(vi) 2.5" dia side Cap 2.00 nos @ Tk 70.00 each = Tk 140.00

(vii) 3/4" dia side Cap 12.00 nos @ Tk 30.00 each = Tk 360.00

(viii) 15 mm thick SS base plate ( 3" X 8" ) 4.00 nos @ Tk 120.00 each = Tk 480.00

B. Cost of labour

: 48.75 @ Tk 120.00 / sft = Tk 5850.00

: 48.75 @ Tk 25.00 / sft = Tk 1218.75

(iii) Carrying charge from market to workshop and workshop to site : 48.75 @ Tk 8.00 / sft = Tk 390.00

: 48.75 @ Tk 7.50 / sft = Tk 365.63



Tk 23089.00

Vat 4.50 % Tk 1039.01

Total = Tk 24128.01



say Tk 5327 / sqm


Sub-Assistant Engineer 1 Sub Divisional Engineer



(iv) Labour charge for fitting , fixing including groove cutting and


sft



sft


polish machine

sft

48.75

sft


Page no 39




Manufacturing, supplying, fitting and fixing of stainless steel pipe stair Hand rail

Taking 1 X 10'-0" = rft

A. Cost of material

(i) 2.5" dia SS pipe ( foreign made )

Inclined 1 X 10 ' 0 " = 10.00 rft


10.50 rft @ Tk 190.00 / rft = Tk 1995.00

(ii) Anchor 1 X 2 = 2.00 nos @ Tk 35.00 each = Tk 70.00

(iii) 2.5" dia side Cap 1 X 2 = 2.00 nos @ Tk 70.00 each = Tk 140.00

(iii) 15 mm thick SS base plate ( 3" X 8" ) 2.00 nos @ Tk 120.00 each = Tk 240.00

B. Cost of labour

: 10.00 @ Tk 120.00 / rft = Tk 1200.00

: 10.00 @ Tk 25.00 / rft = Tk 250.00

(iii) Carrying charge from market to workshop and workshop to site : 10.00 @ Tk 8.00 / rft = Tk 80.00

: 10.00 @ Tk 7.50 / rft = Tk 75.00



Tk 4596.75

Vat 4.50 % Tk 206.85

Total = Tk 4803.60

Rate per rft = Tk 480.36038

Rate per rm = Tk 1575.582

say Tk 1576 / rm




Mirpur, Dhaka

rft



rft(iv) Labour charge for fitting , fixing including groove cutting and



Mirpur, Dhaka




polish machine

rft



10.00

rft



Page no 40

Rate Analysis for Item no 5

Supplying, fitting and fixing of Alico bond

sft


(i) Alico bon in/c 5% wastage : 50.40 @ Tk 275.00 / sft = Tk 13860.00

(ii) 2" X 1.5 " Aluminium box in/c 5% wastage : 48.48 @ Tk 95.00 / rft = Tk 4605.60

(iii) Rubber gaskit 3/4" X 3/4" : 48.48 @ Tk 6.00 / rft = Tk 290.88

(iv) Silicon, screw, Royel plugs etc : ( L.S ) = Tk 350.00

Sub Total "A" Tk 19106.48

B. Labour cost

(i) Fitting, fixing : 48.00 @ Tk 90.00 / sft = Tk 4320.00

(ii) Scaffolding in/c materials : 48.00 @ Tk 3.00 / sft = Tk 144.00

Sub Total "B" Tk 4464.00

C. Carrying cost : ( L.S ) = Tk 150.00

Sub total A + B + C = Tk 23720.48

Add 10% contractors profit , 3.50% overhead charge = 13.50 % = Tk 3202.26

= Tk 26922.74

Add 4.50% VAT = Tk 1211.52

Grand Total Tk 28134.27



Say Tk 6309.00 / sqm

sft

rft

Considering 16'-0"X3'-0" = 48.00




rft

sft

sft

Page no 41



Rate analysis for Item no 16 (b )

Supplying, fitting and fixing of fixed glass on door shutter

sft

A. Cost of material

(i) Teak chambal wood for bit

Bit all around the glass 8 X 2 ' 0 " = 16.00 rft

Bit in middle of glass ( cross ) 4 X 2 ' 0 " = 8.00 rft

= 24.00 rft X 1" X 0.5 "

= 0.083 cft

5% wastage = 0.0415 cft

0.12 cft @ Tk 1010.00 / cft = Tk 125.75

(ii) 5 mm glass 1 X 2 ' 0 " X 2 ' 0 " = 4.00 sft

5% wastage = 0.2 sft

4.20 sft @ Tk 100.00 / sft = Tk 420.00

(iii) Cost of nails, screw, putty etc (L.S) = Tk 40.00

B. Labour cost

(i) Carpenter : 0.50 @ Tk 150.00 each = Tk 75.00

(ii) Carpenter helper : 0.50 @ Tk 100.00 each = Tk 50.00

Sub Total Tk 710.75

Add 10% contractors profit , 3.50% overhead charge = 13.50 % = Tk 95.95

= Tk 806.70

Vat = 4.5 % = Tk 36.30

Grand Total Tk 843.00



Say Tk 2269 / sqm

Considering 01 X 2' -0" X 2' - 0" = 4



nos

nos

Page no 42



Rate analysis for Item no 4(a)

Analysis of Item 4

Supplying , fitting & fixing of Tempered glass swing door shutter

considering 1 no of glass ( 3' - 0" X 7' - 0" ) door = sft


: 1.00 nos @ Tk 21000.00 each = Tk 21000.00

B. Cost of Labor

fitting , fixing : 1.00 nossft @ Tk 3500.00 each = Tk 3500.00

C. Cost of carrying : ( L.S) = Tk 500.00

Tk 25000.00

Contractor's Profit 10 % = Tk 2500.00

Overhead expenses 3.50% = Tk 875.00

Tk 28375.00

Vat 4.50 % = Tk 1276.88


Rate per sft = Tk

Rate per sqm = Tk

21.00

1412

15199


Mirpur, Dhaka

Sub Divisional EngineerSub-Assistant Engineer 1





Mirpur, Dhaka

(i) Tempered glass door in/c all fitting and fixturers such as door

closer, handle, bottom lock, bottom fittings, top fittngs etcin/c 5%

wastage


Page no 43


Mirpur PWD Division, Dhaka Mirpur PWD Division, DhakaMirpur PWD Division, Dhaka


Mirpur, Dhaka


Mirpur, Dhaka

Page no 44

Page no 45

Page no 46

Page no 47

Page no 48

Page no 49

Page no 50

Page no 51

Page no 52

Page no 53

( TK in lac )

SL NO ITEMAMOUNT

1 Civil construction work of Academic Building 2233.489

2Internal Sanitary & water supply works of Academic

Building34.644

3 Construction of Pump House 4.429

4Construction of 50,000 gallon capacity underground

water reservoir18.693

5

Sinking of 38 mm dia Test and Observation Well &

Installation of 150 mm X 300 mm dia shrouded

production well with G.I pipe

15.142

6 Internal Electrification work of Academic Building

Total 2291.255




Sub-Asstt Engineer (Estimator ) Assistant Engineer (Staff Officer ) Executive Engineer

Mirpur PWD Division, Dhaka Mirpur PWD Division, Dhaka Mirpur PWD Division, Dhaka

ABSTRACT OF COST

Construction of IBRAHIM MEDICAL COLLEGE at Darussalam, Mirpur, Dhaka.

Sub Head : Construction of Academic Building with Ancillary works.

Construction of Ibrahim medical college

Calculation of depth of earth filling

1st line 97.27 + 96.09 + 96.14 + 94.21 + 93.04 + 93.12 + 94.37 + 93.75 + 92.72 + 93.49 + 93.33 + 93.49 = 1131.02

2nd line 96.94 + 95.15 + 95.49 + 93.59 + 92.76 + 92.01 + 88.30 + 88.06 + 88.56 + 89.48 + 90.34 + 93.51 = 1104.19

3rd line 96.91 + 95.18 + 93.57 + 93.46 + 91.91 + 89.01 + 86.83 + 88.67 + 90.91 + 90.86 + 90.31 + 91.21 = 1098.83

4th line 96.71 + 94.21 + 94.01 + 93.06 + 91.88 + 90.90 + 90.72 + 86.76 + 91.49 + 91.44 + 91.57 + 91.88 = 1104.63

5th line 96.21 + 93.22 + 92.87 + 91.62 + 90.86 + 90.91 + 86.50 + 87.71 + 92.39 + 88.39 + 90.44 + 93.04 = 1094.16

6th line 96.05 + 93.54 + 91.93 + 90.98 + 90.65 + 88.05 + 87.34 + 89.41 + 92.59 + 92.39 + 92.26 + 93.01 = 1098.20

7th line 96.61 + 92.25 + 90.80 + 89.79 + 88.24 + 87.53 + 87.88 + 92.36 + 94.09 + 93.69 + 93.84 + 95.10 = 1102.18

8th line 95.65 + 89.69 + 89.52 + 90.63 + 88.38 + 88.70 + 92.75 + 93.44 + 93.99 + 94.20 + 95.14 + 97.22 = 1109.31

9th line 95.75 + 90.39 + 90.14 + 90.94 + 91.02 + 91.74 + 93.54 + 94.59 + 94.65 + 98.02 + 98.60 + 98.05 = 1127.43

Total = 9969.95

= 92.31 ft

Avg Depth of filling = 100.00 - 92.31 ft

= 7.69 ft

9969.95

9 X 12Avg RL =

Sub Head : Civil Construction of College Building

( Estimated cost :Tk 2233.489 lac only )

Construction of IBRAHIM MEDICAL COLLEGE

Documents

Excel Estimate Sample Xls