Bill of quantity of Civil work
150
PROSSIMO DEVELOPMENT LTD Kaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Material Rate for Budget Name of the Project : All Project SI No Name of the Material Unit 1 Grey Cement Comp Bag 385.00 404.25 2 Sylhet Sand Cft 29.00 30.45 3 Local Sand Cft 10.00 10.50 4 Viti Sand Cft 8.00 8.40 5 Shingless Cft 75.00 78.75 6 Stone Chips Cft 112.00 117.60 7 1st Class Brick Pcs 6.20 6.51 8 1st Class Picket Pcs 6.20 6.51 9 Brick Chips Cft 55.00 57.75 10 Brick Surki Cft 35.00 36.75 11 MS Rod (60 G) Kg 60.00 63.00 12 MS Rod (60 G) Kg 60.00 63.00 13 White Cement (I) Bag 800.00 840.00 14 White Cement (S) Bag 800.00 840.00 15 Wall Tiles 8"X12" Sft 38.00 39.90 16 Wall Tiles 10"X13" Sft 38.00 39.90 17 Floor Tiles 16"X16" NGH Sft 58.00 60.90 18 Floor Tiles 16"X16" NGH Sft 105.00 110.25 19 Floor Tiles 24"X24" NGH Sft 105.00 110.25 20 Floor Tiles 12½"X12½" Cera Sft 58.00 60.90 21 Main Door Frame (6"X2½") Burma Teak Rft 560.00 588.00 22 Door Frame (6"X2½") Teak Chamble Rft 280.00 294.00 23 Main Door Shutter Burma Teak Sft 675.00 708.75 24 Partex Board Sft 155.00 162.75 25 Chalk Power Bag 500.00 525.00 26 Tarpin oil 352.00 369.60 27 Plastic Paint 700.00 735.00 28 Destemper Paint 450.00 472.50 29 Enamel Paint 730.00 766.50 30 Weather Coat 920.00 966.00 31 Snowcem Kg 2800.00 2940.00 32 Aluminium Sliding Window Sft 265.00 278.25 33 Aluminium Fixed Window Sft 265.00 278.25 Present Rate Projected Rate Present Rate Add 5% Gallo n Gallo n Gallo n Gallo n Gallo n
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PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
Material Rate for Budget
Name of the Project : All Project
Name of the Material Unit
Approved
1 Grey Cement Comp Bag 385.00 404.25 385.00
2 Sylhet Sand Cft 29.00 30.45 29.00
3 Local Sand Cft 10.00 10.50 10.00
4 Viti Sand Cft 8.00 8.40 8.00
5 Shingless Cft 75.00 78.75 75.00
6 Stone Chips Cft 112.00 117.60 112.00
7 1st Class Brick Pcs 6.20 6.51 6.20
8 1st Class Picket Pcs 6.20 6.51 6.20
9 Brick Chips Cft 55.00 57.75 55.00
10 Brick Surki Cft 35.00 36.75 35.00
11 MS Rod (60 G) Kg 60.00 63.00 60.00
12 MS Rod (60 G) Kg 60.00 63.00 60.00
13 White Cement (I) Bag 800.00 840.00 800.00
14 White Cement (S) Bag 800.00 840.00 800.00
15 Wall Tiles 8"X12" Sft 38.00 39.90 38.00
16 Wall Tiles 10"X13" Sft 38.00 39.90 38.00
17 Floor Tiles 16"X16" NGH Sft 58.00 60.90 58.00
18 Floor Tiles 16"X16" NGH Sft 105.00 110.25 105.00
19 Floor Tiles 24"X24" NGH Sft 105.00 110.25 105.00
20 Floor Tiles 12½"X12½" Cera Sft 58.00 60.90 58.00
21 Main Door Frame (6"X2½") Burma Teak Rft 560.00 588.00 560.00
22 Door Frame (6"X2½") Teak Chamble Rft 280.00 294.00 280.00
23 Main Door Shutter Burma Teak Sft 675.00 708.75 675.00
24 Partex Board Sft 155.00 162.75 155.00
25 Chalk Power Bag 500.00 525.00 500.00
26 Tarpin oil 352.00 369.60 352.00
27 Plastic Paint 700.00 735.00 700.00
28 Destemper Paint 450.00 472.50 450.00
29 Enamel Paint 730.00 766.50 730.00
30 Weather Coat 920.00 966.00 920.00
31 Snowcem Kg 2800.00 2940.00 2800.00
32 Aluminium Sliding Window Sft 265.00 278.25 265.00
33 Aluminium Fixed Window Sft 265.00 278.25 265.00
SI No
Present Rate
Projected Rate
Projected Rate
Present Rate Add
5%
Present Rate Add
10%
GallonGallonGallonGallonGallon
34 Aluminium Sliding Door Sft 265.00 278.25 265.00
35 Mosquito Profing Net Sft 105.00 110.25 105.00
36 Window Grill Sft 95.00 99.75 95.00
37 Ver Grill Sft 120.00 126.00 120.00
38 Stair Railing Sft 165.00 173.25 165.00
39 Stone Lime Bag 500.00 525.00 500.00
40 Ver Railing Sft 165.00 173.25 165.00
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
Remarks
PROSSIMO DEVELOPMENT LTD
Analysis for Civil work
Name of Item Unit Quantity
Analysis for 100 Cft.
A. Cost of Materials :
a Cost of Viti Sand . (F.M 0.8) Cft 130.00 8.00
TotalA)
B. Cost of Labour :
a Cft 130.00 1.00
Total(B)
Total(A+B)
Cost Per Cft Tk= 11.70
Analysis for 100 Sft.
One layer brick flat soling in foundation and floor.
A. Cost of Materials :
a. Bricks Nos 300.00 6.20
b. Viti Sand (F.M.-0.8) Cft 5.00 8.00
Total(A)
B. Cost of Labour :
a Labour Cost Per Sft (Soling) Sft 100.00 0.65
Total(B)
Total(A+B)
Cost Per Sft Tk= 19.65
Analysis for 100 Cft.
3'' C.C work (1:3:6), Brick Chips, MS
A Cost of Materials :
a. Picket Nos 900.00 6.20
b Local Sand (F.M. 1.5) Cft. 45.00 10.00
e Cement Bag 12.00 385.00
Total of (A)
B Cost of Labour :
a Breaking cost of Picket Nos 900.00 0.30
b Labour charge for Screening (Chips) Cft. 90.00 1.00
c Labour charge for Screening (Sand) Cft. 45.00 0.75
d Labour charge for local carrying (Picket) Nos 900.00 0.15
e Labour charge for local carrying (Sand) Cft. 45.00 1.00
f Curing Nos 0.25 160.00
g Labour Cost of Casting Cft. 100.00 11.00
h Cost for Mixing & Vibratoring Machine Cft. 100.00 1.00
Total (B)
Kaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
Item No
Rate (Tk.)
Sand filling in foundation and plinth for 100 cft. of work inc. compactoin etc complete.
Labour cost for filling, levelling, compaction etc.
Total (A+B)
Cost Per Cft ###
Name of Item Unit Quantity
Analysis for 100 Cft.
4'' C.C work (1:2:4), Brick Chips, 50% CS
A Cost of Materials :
a. Picket Nos 860.00 6.20
b. Sylhet Sand (F.M. 2.5) Cft. 22.50 29.00
c. Local Sand (F.M. 1.5) Cft. 22.50 10.00
e Cement Bag 18.00 385.00
Total of (A)
B Cost of Labour :
a Breaking cost of Picket Nos 860.00 0.30
b Labour charge for Screening (Chips) Cft. 86.00 1.00
c Labour charge for Screening (Sand) Cft. 45.00 0.75
d Labour charge for local carrying (Picket) Nos 860.00 0.15
e Labour charge for local carrying (Sand) Cft. 45.00 1.00
f Curing Nos 0.25 160.00
g Labour Cost of Casting Cft. 100.00 8.25
h Cost for Mixing & Vibratoring Machine Cft. 100.00 1.00
Total (B)
Total (A+B)
Cost Per Cft ###
Analysis for 100 Cft. (Ground Floor)
A. Cost of Materials :
a. Stone Chips Cft. 82.00 112.00
b. Sylhet Sand (F.M. 2.5) Cft. 41.00 29.00
c Cement Bag 22.00 385.00
Total of (A)
B. Cost of Labour :
a Labour charge for Screening (Stone Chips) Cft. 82.00 1.00
b Labour charge for Screening (Sand) Cft. 41.00 0.75
c Labour charge for local carrying (Stone Chips) Cft. 82.00 1.25
d Labour charge for local carrying (Sand) Cft. 41.00 1.00
e Curing Nos 0.25 160.00
f Labour Cost of Casting Cft. 100.00 5.85
g Cost for Mixing & Vibratoring Machine Cft. 100.00 1.00
Total (B)
Total (A+B)
Cost Per Cft ###
Item No
Rate (Tk.)
R.C.C work (1:1½:3) completed excluding cost of rod and fabrication in Column . casting with Stone Chips, 100% CS
Name of Item Unit Quantity
Analysis for 100 Cft. (1st Floor to 6th Floor)
A. Cost of Materials :
a. Stone Chips Cft. 82.00 112.00
b. Sylhet Sand (F.M. 2.5) Cft. 41.00 29.00
c Cement Bag 22.00 385.00
Total of (A)
B. Cost of Labour :
a Labour charge for Screening (Stone Chips) Cft. 82.00 1.00
b Labour charge for Screening (Sand) Cft. 41.00 0.75
c Labour charge for local carrying (Stone Chips) Cft. 82.00 1.25
d Labour charge for local carrying (Sand) Cft. 41.00 1.00
e Curing Nos 0.25 160.00
f Labour Cost of Casting Cft. 100.00 7.10
g Cost for Mixing & Vibratoring Machine Cft. 100.00 1.00
Total (B)
Total (A+B)
Cost Per Cft ###
Analysis for 100 Cft. (Ground Floor)
A. Cost of Materials :
a. Stone Chips Cft. 86.00 112.00
b. Sylhet Sand (F.M. 2.5) Cft. 22.50 29.00
c. Local Sand (F.M. 1.5) Cft. 22.50 10.00
d. Cement Bag 18.00 385.00
Total of (A)
B. Cost of Labour :
a Labour charge for Screening (Stone Chips) Cft. 86.00 1.00
b Labour charge for Screening (Sand) Cft. 45.00 0.75
c Labour charge for local carrying (Stone Chips) Cft. 86.00 1.25
d Labour charge for local carrying (Sand) Cft. 45.00 1.00
e Curing Nos 0.25 160.00
f Labour Cost of Casting Cft. 100.00 5.85
g Cost for Mixing & Vibratoring Machine Cft. 100.00 1.00
Total (B)
Item No
Rate (Tk.)
R.C.C work (1:1½:3) completed excluding cost of rod and fabrication in Column . casting with Stone Chips, 100% CS
R.C.C work (1:2:4) completed excluding cost of rod and fabrication in Column . casting with Stone Chips, 50% CS
Total(A+B)
Cost Per Cft ###
Name of Item Unit Quantity
Analysis for 100 Cft. (1st Floor to 6th Floor)
A. Cost of Materials :
a. Stone Chips Cft. 86.00 112.00
b. Sylhet Sand (F.M. 2.5) Cft. 22.50 29.00
c. Local Sand (F.M. 1.5) Cft. 22.50 10.00
d. Cement Bag 18.00 385.00
Total of (A)
B. Cost of Labour :
a Labour charge for Screening (Stone Chips) Cft. 86.00 1.00
b Labour charge for Screening (Sand) Cft. 45.00 0.75
c Labour charge for local carrying (Stone Chips) Cft. 86.00 1.25
d Labour charge for local carrying (Sand) Cft. 45.00 1.00
e Curing Nos 0.25 160.00
f Labour Cost of Casting Cft. 100.00 7.10
g Cost for Mixing & Vibratoring Machine Cft. 100.00 1.00
Total (B)
Total(A+B)
Cost Per Cft ###
Analysis for 100 Cft. (Ground Floor)
A Cost of Materials :
a. Picket Nos 820.00 6.20
b. Sylhet Sand (F.M. 2.5) Cft. 20.50 29.00
c. Local Sand (F.M. 1.5) Cft. 20.50 10.00
e Cement Bag 22.00 385.00
Total of (A)
B Cost of Labour :
a Breaking cost of Picket Nos 820.00 0.30
b Labour charge for Screening (Chips) Cft. 86.00 1.00
c Labour charge for Screening (Sand) Cft. 41.00 0.75
d Labour charge for local carrying (Picket) Nos 820.00 0.15
e Labour charge for local carrying (Sand) Cft. 41.00 1.00
Item No
Rate (Tk.)
R.C.C work (1:2:4) completed excluding cost of rod and fabrication in Column . casting with Stone Chips, 50% CS
R.C.C work (1:1½:3) completed excluding cost of rod and fabrication in Column, Beam, Slab Stair. casting with Brick Chips, 50% CS
f Curing Nos 0.25 160.00
g Labour Cost of Casting Cft. 100.00 5.85
h Cost for Mixing & Vibratoring Machine Cft. 100.00 1.00
Total (B)
Total(A+B)
Cost Per Cft ###
Name of Item Unit Quantity
Analysis for 100 Cft. (1st Floor to 6th Floor)
A Cost of Materials :
a. Picket Nos 820.00 6.20
b. Sylhet Sand (F.M. 2.5) Cft. 20.50 29.00
c. Local Sand (F.M. 1.5) Cft. 20.50 10.00
e Cement Bag 22.00 385.00
Total of (A)
B Cost of Labour :
a Breaking cost of Picket Nos 820.00 0.30
b Labour charge for Screening (Chips) Cft. 86.00 1.00
c Labour charge for Screening (Sand) Cft. 41.00 0.75
d Labour charge for local carrying (Picket) Nos 820.00 0.15
e Labour charge for local carrying (Sand) Cft. 41.00 1.00
f Curing Nos 0.25 160.00
g Labour Cost of Casting Cft. 100.00 7.10
h Cost for Mixing & Vibratoring Machine Cft. 100.00 1.00
Total (B)
Total(A+B)
Cost Per Cft ###
Analysis for 100 Cft. (Ground Floor)
A Cost of Materials :
a. Picket Nos 860.00 6.20
b. Sylhet Sand (F.M. 2.5) Cft. 22.50 29.00
c. Local Sand (F.M. 1.5) Cft. 22.50 10.00
e Cement Bag 18.00 385.00
Total of (A)
B Cost of Labour :
a Breaking cost of Picket Nos 860.00 0.30
b Labour charge for Screening (Chips) Cft. 86.00 1.00
Item No
Rate (Tk.)
R.C.C work (1:1½:3) completed excluding cost of rod and fabrication in Column, Beam, Slab Stair. casting with Brick Chips, 50% CS
R.C.C work (1:2:4) completed excluding cost of rod and fabrication in Column, Beam, Slab Stair. casting with Brick Chips, 50% CS
c Labour charge for Screening (Sand) Cft. 45.00 0.75
d Labour charge for local carrying (Picket) Nos 860.00 0.15
e Labour charge for local carrying (Sand) Cft. 45.00 1.00
f Curing Nos 0.25 160.00
g Labour Cost of Casting Cft. 100.00 5.85
h Cost for Mixing & Vibratoring Machine Cft. 100.00 1.00
Total (B)
Total(A+B)
Cost Per Cft ###
Name of Item Unit Quantity
Analysis for 100 Cft. (1st Floor to 6th Floor)
A Cost of Materials :
a. Picket Nos 860.00 6.20
b. Sylhet Sand (F.M. 2.5) Cft. 22.50 29.00
c. Local Sand (F.M. 1.5) Cft. 22.50 10.00
e Cement Bag 18.00 385.00
Total of (A)
B Cost of Labour :
a Breaking cost of Picket Nos 860.00 0.30
b Labour charge for Screening (Chips) Cft. 86.00 1.00
c Labour charge for Screening (Sand) Cft. 45.00 0.75
d Labour charge for local carrying (Picket) Nos 860.00 0.15
e Labour charge for local carrying (Sand) Cft. 45.00 1.00
f Curing Nos 0.25 160.00
g Labour Cost of Casting Cft. 100.00 7.10
h Cost for Mixing & Vibratoring Machine Cft. 100.00 1.00
Total (B)
Total(A+B)
Cost Per Cft ###
Analysis for 100 Cft. (All Floor)
A Cost of Materials :
a. Picket Nos 860.00 6.20
b. Sylhet Sand (F.M. 2.5) Cft. 22.50 29.00
c. Local Sand (F.M. 1.5) Cft. 22.50 10.00
e Cement Bag 18.00 385.00
Total of (A)
Item No
Rate (Tk.)
R.C.C work (1:2:4) completed excluding cost of rod and fabrication in Column, Beam, Slab Stair. casting with Brick Chips, 50% CS
R.C.C work (1:2:4) completed excluding cost of rod and fabrication in Lintel casting with Brick Chips, 50% CS
B Cost of Labour :
a Breaking cost of Picket Nos 860.00 0.30
b Labour charge for Screening (Chips) Cft. 86.00 1.00
c Labour charge for Screening (Sand) Cft. 45.00 0.75
d Labour charge for local carrying (Picket) Nos 860.00 0.15
e Labour charge for local carrying (Sand) Cft. 45.00 1.00
f Curing Nos 0.25 160.00
g Labour Cost of Casting Cft. 100.00 12.00
h Cost for Mixing & Vibratoring Machine Cft. 100.00 1.00
Total (B)
Total(A+B)
Cost Per Cft ###
Name of Item Unit Quantity
Analysis for 100 Cft. (All Floor)
A Cost of Materials :
a. Picket Nos 860.00 6.20
b. Sylhet Sand (F.M. 2.5) Cft. 22.50 29.00
c. Local Sand (F.M. 1.5) Cft. 22.50 10.00
e Cement Bag 18.00 385.00
Total of (A)
B Cost of Labour :
a Breaking cost of Picket Nos 860.00 0.30
b Labour charge for Screening (Chips) Cft. 86.00 1.00
c Labour charge for Screening (Sand) Cft. 45.00 0.75
d Labour charge for local carrying (Picket) Nos 860.00 0.15
e Labour charge for local carrying (Sand) Cft. 45.00 1.00
f Curing Nos 0.25 160.00
g Labour Cost of Casting Cft. 100.00 12.00
h Cost for Mixing & Vibratoring Machine Cft. 100.00 1.00
Total (B)
Total(A+B)
Cost Per Cft ###
Analysis for 100 Cft. (Ground Floor)
10" brick work (1:6) in super structure.
A. Cost of Materials :
a. Brick Nos. 1150.00 6.20
b. Local Sand (1.5F.M.) Cft 36.00 10.00
c. Cement Bag 4.00 385.00
Total (A)
B. Cost of Labour :
Item No
Rate (Tk.)
R.C.C work (1:2:4) completed excluding cost of rod and fabrication in False Slab, Sunshed, Drop wall casting with Brick Chips, 50% CS
a Labour charge for Screening Cft. 36.00 0.75
b Labour charge for local carrying (Picket) Nos 1150.00 0.15
c Labour charge for local carrying (Sand) Cft. 36.00 1.00
d Curing Nos 0.25 160.00
e Labour Cost of Brick work Cft. 100.00 4.00
Total (B)
Total(A+B)
Cost Per Sft 97.06
Name of Item Unit Quantity
Analysis for 100 Cft. (1st Floor to 6th Floor)
10" brick work (1:6) in super structure.
A. Cost of Materials :
a. Brick Nos. 1150.00 6.20
b. Local Sand (1.5F.M.) Cft 36.00 10.00
c. Cement Bag 4.00 385.00
Total (A)
B. Cost of Labour :
a Labour charge for Screening Cft. 36.00 0.75
b Labour charge for local carrying (Picket) Nos 1150.00 0.15
c Labour charge for local carrying (Sand) Cft. 36.00 1.00
d Curing Nos 0.25 160.00
e Labour Cost of Brick work Cft. 100.00 4.70
Total (B)
Total (A+B)
Cost Per Sft 97.76
Analysis for 100 Cft. (Ground Floor)
5" Brick work (1:4) in super structure
A. Cost of Materials :
a. Brick Nos. 500.00 6.20
b. Local Sand (1.5F.M.) Cft 17.00 10.00
c. Cement Bag 2.60 385.00
Total (A)
B. Cost of Labour :
a Labour charge for Screening (Sand) Cft. 17.00 0.75
b Labour charge for local carrying (Picket) Nos 500.00 0.15
Item No
Rate (Tk.)
c Labour charge for local carrying (Sand) Cft. 17.00 1.00
d Curing Nos 0.25 160.00
e Labour Cost of Brick work Cft. 100.00 3.00
Total (B)
Total(A+B)
Cost Per Sft 47.16
Analysis for 100 Cft. (1st Floor to 6th Floor)
5" Brick work (1:4) in super structure
A. Cost of Materials :
a. Brick Nos. 500.00 6.20
b. Local Sand (1.5F.M.) Cft 17.00 10.00
c. Cement Bag 2.60 385.00
Total (A)
B. Cost of Labour :
a Labour charge for Screening (Sand) Cft. 17.00 0.75
b Labour charge for local carrying (Picket) Nos 500.00 0.15
c Labour charge for local carrying (Sand) Cft. 17.00 1.00
d Curing Nos 0.25 160.00
e Labour Cost of Brick work Cft. 100.00 3.50
Total (B)
Total(A+B)
Cost Per Sft 47.66
Name of Item Unit Quantity
Analysis for 100 Cft. (Ground Floor)
25 mm thick cement plaster inside Brick wall (1:5)
A Cost of Materials :
a. Local Sand (1.5 F.M.) Cft. 10.42 10.00
c. Cement .in bag Bag 1.67 385.00
Total (A)
B Cost of Labour :
a Labour charge for washing (Sand) Cft. 10.42 0.75
b Labour charge for Screening (Sand) Cft. 10.42 0.75
c Labour charge for local carrying (Sand) Cft. 10.42 1.00
d Labour cost for plaster work Sft 100.00 3.15
e Curing Nos 0.25 160.00
Total (B)
Total(A+B)
Cost Per Sft 11.28
Analysis for 100 Cft. (1st Floor to 6th Floor)
25 mm thick cement plaster in side Brick wall (1:5)
A Cost of Materials :
a. Local Sand (1.5 F.M.) Cft. 10.42 10.00
c. Cement .in bag Bag 1.67 385.00
Total (A)
B Cost of Labour :
Item No
Rate (Tk.)
a Labour charge for washing (Sand) Cft. 10.42 0.75
b Labour charge for Screening (Sand) Cft. 10.42 0.75
c Labour charge for local carrying (Sand) Cft. 10.42 1.00
d Labour cost for plaster work Sft 100.00 3.65
e Curing Nos 0.25 160.00
Total (B)
Total(A+B)
Cost Per Sft 11.78
Analysis for 100 Cft. (Ground Floor)
20 mm thick cement plaster outside Brick wall (1:5)
A Cost of Materials :
a. Local Sand (1.5 F.M.) Cft. 7.81 10.00
c. Cement .in bag Bag 1.25 385.00
Total (A)
B Cost of Labour :
a Labour charge for washing (Sand) Cft. 7.81 0.75
b Labour charge for Screening (Sand) Cft. 7.81 0.75
c Labour charge for local carrying (Sand) Cft. 7.81 1.00
d Labour cost for plaster work Sft 100.00 3.60
e Curing Nos 0.25 160.00
Total (B)
Total(A+B)
Cost Per Sft 9.79
Name of Item Unit Quantity
Analysis for 100 Cft. (1st Floor to 6th Floor)
20 mm thick cement plaster out side Brick wall (1:5)
A Cost of Materials :
a. Local Sand (1.5 F.M.) Cft. 7.81 10.00
c. Cement .in bag Bag 1.25 385.00
Total (A)
B Cost of Labour :
a Labour charge for washing (Sand) Cft. 7.81 0.75
b Labour charge for Screening (Sand) Cft. 7.81 0.75
c Labour charge for local carrying (Sand) Cft. 7.81 1.00
d Labour cost for plaster work Sft 100.00 4.20
e Curing Nos 0.25 160.00
Total (B)
Total(A+B)
Cost Per Sft 10.39
Analysis for 100 Cft. (Ground Floor)
20 mm thick plaster On Concrete Surfaces including Chipping (1:4)
A Cost of Materials :
a. Local Sand (1.5 F.M.) Cft. 7.50 10.00
c. Cement .in bag Bag 1.50 385.00
Total (A)
B Cost of Labour :
Item No
Rate (Tk.)
a Labour charge for washing (Sand) Cft. 7.50 0.75
b Labour charge for Screening (Sand) Cft. 7.50 0.75
c Labour charge for local carrying (Sand) Cft. 7.50 1.00
d Labour cost for plaster work Sft 100.00 3.60
e Curing Nos 0.25 160.00
Total (B)
Total(A+B)
Cost Per Sft 10.71
Analysis for 100 Cft. (1st Floor to 6th Floor)
20 mm thick plaster On Concrete Surfaces including Chipping (1:4)
A Cost of Materials :
a. Local Sand (1.5 F.M.) Cft. 7.50 10.00
c. Cement .in bag Bag 1.50 385.00
Total (A)
B Cost of Labour :
a Labour charge for washing (Sand) Cft. 7.50 0.75
b Labour charge for Screening (Sand) Cft. 7.50 0.75
c Labour charge for local carrying (Sand) Cft. 7.50 1.00
d Labour cost for plaster work Sft 100.00 4.10
e Curing Nos 0.25 160.00
Total (B)
Total(A+B)
Cost Per Sft 11.21
Name of Item Unit Quantity
Analysis for 100 Sft. (Ground Floor)
12 mm Thick Plaster with Net Cement Finishing (NCF)
A. Cost of Materials :
a. Sand (1.5 F.M.) Cft. 5.00 10.00
b. Cement Bag 1.00 385.00
c. Neat cement finishing Bag 0.50 385.00
Total (A)
B. Cost of Labour :
a Labour cost for Plaster Sft 100.00 3.60
b Labour cost for NCF Sft 100.00 1.00
c Labour charge for washing (Sand) Cft. 5.00 0.75
d Labour charge for Screening (Sand) Cft. 5.00 0.75
e Labour charge for local carrying (Sand) Cft. 5.00 1.00
f Curing Nos 0.25 160.00
Total (A)
Total (A+B)
Cost Per Sft 11.40
Analysis for 100 Cft. (1st Floor to 6th Floor)
Item No
Rate (Tk.)
12 mm Thick Plaster with Net Cement Finishing (NCF)
A. Cost of Materials :
a. Sand (1.5 F.M.) Cft. 5.00 10.00
b. Cement Bag 1.00 385.00
c. Neat cement finishing Bag 0.50 385.00
Total (A)
B. Cost of Labour :
a Labour cost for Plaster Sft 100.00 4.10
b Labour cost for NCF Sft 100.00 1.00
c Labour charge for washing (Sand) Cft. 5.00 0.75
d Labour charge for Screening (Sand) Cft. 5.00 0.75
e Labour charge for local carrying (Sand) Cft. 5.00 1.00
f Curing Nos 0.25 160.00
Total (A)
Total (A+B)
Cost Per Sft 11.90
Name of Item Unit Quantity
Analysis for 100 Sft. (All Floor)
Floor Tiles (Homogeneous 12"x12")
A Cost of Materials :
a Sft 105.00 58.00
b Pointing Materials Sft 100.00 1.00
Total (A)
B 1"Thick Bsase materials (cenent morter) (1:3)
a. Local Sand (1.5 F.M.) Cft. 9.37 10.00
c. Cement .in bag Bag 2.50 385.00
Total (B)
C Cost of Labour :
a Labour cost per Sft. (Tiles) Sft 100.00 10.00
b Labour charge for Screening (Sand) Cft. 9.37 0.75
c Labour charge for local carrying (Sand) Cft. 9.37 1.00
d Curing Nos 0.25 160.00
Total (C)
Item No
Rate (Tk.)
R A K ( N.G.Homogenious 12"x12" ) i/c 5% wastage
Total (A+B+C)
So, Cost per Sft. 83.03
Analysis for 100 Sft. (All Floor)
Floor Tiles (Ceramic Tile : 12"x12")
A Cost of Materials :
a Ceramic Tile (12"x12") i/c 5% wastage Sft 105.00 58.00
b Pointing Materials Sft 100.00 1.00
Total (A)
B 1"Thick Bsase materials (cenent morter) (1:3)
a. Local Sand (1.5 F.M.) Cft. 9.37 10.00
c. Cement .in bag Bag 2.50 385.00
Total (B)
C Cost of Labour :
a Labour cost per Sft. (Tiles) Sft 100.00 10.00
b Labour charge for Screening (Sand) Cft. 9.37 0.75
c Labour charge for local carrying (Sand) Cft. 9.37 1.00
d Curing Nos 0.25 160.00
Total (C)
Total (A+B+C)
So, Cost per Sft. 83.03
Name of Item Unit Quantity
Analysis for 100 Sft. (All Floor)
Wall Tiles (Glazed 8"x12")
A Cost of Materials :
a Glazed 8"x12" Sft 105.00 38.00
b Pointing Materials Sft 100.00 1.00
Total (A)
B ¾"Thick Bsase materials (cenent morter) (1:2)
a. Local Sand (1.5 F.M.) Cft. 6.25 10.00
c. Cement .in bag Bag 2.50 385.00
Total (B)
C Cost of Labour :
a Labour cost per Sft. (Tiles) Sft 100.00 10.00
b Labour charge for Screening (Sand) Cft. 6.25 0.75
Item No
Rate (Tk.)
c Labour charge for local carrying (Sand) Cft. 6.25 1.00
d Curing Nos 0.25 160.00
Total (C)
Total (A+B+C)
So, Cost per Sft. 61.66
Analysis for 100 Sft. (All Floor)
Wall Tiles (Glazed 10"x13")
A Cost of Materials :
a Glazed (10"x13") i/c 5% wastage Sft 105.00 38.00
b Pointing Materials and curring Sft 100.00 1.00
Total (A)
B ¾"Thick Bsase materials (cenent morter) (1:2)
a. Local Sand (1.5 F.M.) Cft. 6.25 10.00
c. Cement .in bag Bag 2.50 385.00
Total (B)
C Cost of Labour :
a Labour cost per Sft. (Tiles) Sft 100.00 10.00
b Labour charge for Screening (Sand) Cft. 6.25 0.75
c Labour charge for local carrying (Sand) Cft. 6.25 1.00
d Curing Nos 0.25 160.00
Total (C)
Total (A+B+C)
So, Cost per Sft. 61.66
Name of Item Unit Quantity
Analysis for 100 Sft. (All Floor)
Stair & Lobby Tiles (N.G.Hom 16"x16")
A Cost of Materials :
a N.G.Hom Tiles (16"x16") i/c 5% wastage Sft 105.00 105.00
b Pointing Materials and curring Sft 100.00 1.00
Total (A)
B 1"Thick Bsase materials (cenent morter) (1:3)
a. Local Sand (1.5 F.M.) Cft. 9.37 10.00
c. Cement .in bag Bag 2.50 385.00
Total (B)
Item No
Rate (Tk.)
C Cost of Labour :
a Labour cost per Sft. (Tiles) Sft 100.00 10.00
b Labour charge for Screening (Sand) Cft. 9.37 0.75
c Labour charge for local carrying (Sand) Cft. 9.37 1.00
d Curing Nos 0.25 160.00
Total (C)
Total (A+B+C)
So, Cost per Sft. ###
Analysis for 1 Cwt. (Ground Floor)
Fabrication of M.S. rod in (40 Grade)
A. Cost of Materials :
a. Cost of Material M.S. rod Cwt 1.00 3000.00
b. Material wastage 1.5%
Total (A)
B. Cost of Labour :
a. Labour charge for fabrication binding Cwt 1.00 90.00
b. Labour charge for local carrying (Rod) Cwt 1.00 10.00
Total(B)
Total(A+B)
Cost Per Kg 62.90
Analysis for 1 Cwt. (1st Floor to 6th Floor)
Fabrication of M.S. rod in (40 Grade)
A. Cost of Materials :
a. Cost of Material M.S. rod Cwt 1.00 3000.00
b. Material wastage 1.5%
Total (A)
B. Cost of Labour :
a. Labour charge for fabrication binding Cwt 1.00 105.00
b. Labour charge for local carrying (Rod) Cwt 1.00 10.00
Total(B)
Total(A+B)
Cost Per Kg 63.20
Name of Item Unit Quantity
Analysis for 1 Cwt. (Ground Floor)
Fabrication of M.S. rod in (60 Grade)
A. Cost of Materials :
a. Cost of Material M.S. rod Cwt 1.00 3000.00
b. Material wastage 1.5%
Total (A)
B. Cost of Labour :
a. Labour charge for fabrication binding Cwt 1.00 90.00
Item No
Rate (Tk.)
b. Labour charge for local carrying (Rod) Cwt 1.00 10.00
Total(B)
Total(A+B)
Cost Per Kg 62.90
Analysis for 1 Cwt. (1st Floor to 6th Floor)
Fabrication of M.S. rod in (60 Grade)
A. Cost of Materials :
a. Cost of Material M.S. rod Cwt 1.00 3000.00
b. Material wastage 1.5%
Total (A)
B. Cost of Labour :
a. Labour charge for fabrication binding Cwt 1.00 105.00
b. Labour charge for local carrying (Rod) Cwt 1.00 10.00
Total(B)
Total(A+B)
Cost Per Kg 63.20
Analysis for 100 Sft. (All Floor)
Window Grills
A. Cost of Materials :
a Steel Grill as per Design Sft 100.00 95.00
b Fitting Materials Sft 100.00 2.00
Total (A)
B Cost of Labour :
a Labour cost for fitting Sft 100.00 3.50
Total (A)
Total (A+B)
So, Cost per Sft. Tk. ###
Name of Item Unit Quantity
Analysis for 100 Sft. (All Floor)
Varandah safety grill
A. Cost of Materials :
a Steel Grill as per Design Sft 100.00 95.00
b Fitting Materials Sft 100.00 2.00
Item No
Rate (Tk.)
Total (A)
B Cost of Labour :
a Labour cost for fitting Sft 100.00 3.50
Total (A)
Total (A+B)
So, Cost per Sft. Tk. ###
Analysis for 100 Sft. (All Floor)
Varandah railing
A. Cost of Materials :
a Steel Grill as per Design Sft 100.00 165.00
b Fitting Materials Sft 100.00 2.00
Total (A)
B Cost of Labour :
a Labour cost for fitting Sft 100.00 3.50
Total (B)
Total (A+B)
So, Cost per Sft. Tk. ###
Analysis for 100 Sft. (All Floor)
Stair box rail -Typical design
A. Cost of Materials :
a Steel Grill as per Design & Painting per Sft. Sft 100.00 165.00
b Fitting Materials Sft 100.00 2.00
Total (A)
B Cost of Labour :
c Labour cost for fitting Sft 100.00 4.40
Total (B)
Total (A+B)
So, Cost per Sft. Tk. ###
Name of Item Unit Quantity
Analysis for 1000 Sft. (All Floor)
White washing 3 coats
A. Cost of Materials :
Item No
Rate (Tk.)
a. Slaked Stone lime Mond 1.00 500.00
b. Blue Sft 1000.00 0.02
Total (A)
B Cost of Labour :
a. Labour cost for 1000 Sft. . Sft 1000.00 0.20
Total (B)
Total (A+B)
So, Cost per Sft. Tk. 0.72
Analysis for 200 Sft. (All Floor)
Distempering 2 coats
A. Cost of Materials :
a. Distemper (1 Gall. Covering 190Sft.) Gallon 1.05 450.00
b. Chalk Powder ,pastic paint -putting mat etc Sft 200.00 0.60
c. Maintenance coat-for hand over Sft 200.00 0.30
Total (A)
B Cost of Labour :
a. Labour Cost for 200 Sft. Sft. 200.00 1.50
Total (B)
Total (A+B)
So, Cost per Sft. Tk. 4.76
Analysis for 200 Sft. (All Floor)
Plastic Paint 3 coats
A. Cost of Materials :
a. Plastic (1 Gall. Covering 190Sft.) Gallon 1.50 700.00
b. Chalk Powder ,pastic paint -putting mat etc Sft 200.00 0.60
c. Maintenance coat-for hand over Sft 200.00 0.30
Total (A)
B Cost of Labour :
a. Labour Cost for Pastic Paint Sft. 200.00 1.75
Total (B)
Total (A+B)
So, Cost per Sft. Tk. 7.9
Name of Item Unit Quantity
Analysis for 200 Sft. (All Floor)
Item No
Rate (Tk.)
Weather coat paint 2 coats
A. Cost of Materials :
a. Weather coat (1 Gall. Covering 190Sft.) Gallon 1.05 920.00
b. Chalk Powder ,Weather coat -putting mat etc Sft 200.00 0.60
e Maintenance coat-for hand over Sft 200.00 0.30
Total (A)
B Cost of Labour :
a. Labour Cost for Weather coat Sft. 200.00 2.00
Total (B)
Total (A+B)
So, Cost per Sft. Tk. 7.73
Analysis for 100 Rft. (All Floor)
Supply with Main Door Frame with necessary Fittings
Cost of Materials :
A a Door Frame (6"x2½") of wood finish Rft. 100.00 560.00
b Cost of hold fast and necessary hardware Rft. 100.00 5.50
Total (A)
B Cost of Labour :
a Labour charge for fitting Rft. 100.00 5.00
b Civil works Rft. 100.00 4.00
Total (B)
Total (A+B)
So, Cost per Rft. Tk. ###
Analysis for 100 Sft. (All Floor)
Main Door shutter (Solid)
A a. Material Cost: ( 2'-2"x6'-10" )
Sft 100.00 475.00
Necessary hardware Hings Nos 100.00 15.00
total
B b. Cost of Labour :
Labour charge for fitting Sft 100.00 10.00
So, cost per Sft. ###
Door shutte -wood
Name of Item Unit Quantity
Analysis for 100 Sft. (All Floor)
Flush Door Shutter with necessary fittings
A Cost of Materials :
a Door Shutter Sft. 100.00 155.00
b Necessary hardware Sft. 100.00 3.00
Total (A)
B Cost of Labour :
a Labour charge for fitting Sft. 100.00 6.00
Total (B)
Total (A+B)
So, cost per Sft. ###
Analysis for 100 Sft. (All Floor)
Solid door shutter-Gamari wood
A a. Material Cost: ( 2'-2"x6'-10" )
Sft 100.00 145.00
Necessary hardware Hings Nos 100.00 15.00
Total (A)
B Cost of Labour :
Labour charge for fitting Sft 100.00 10.00
Total (B)
Total (A+B)
So, cost per Sft. ###
Analysis for 100 Rft. (All Floor)
Stair Hand Rail -Teak Chamble
A. Cost of Materials :
a. Stair hand rest Rft. 100.00 165.00
b Labor charge for manufacture & fixing Rft. 100.00 70.00
c polishing cost Rft. 125.00 15.00
d Cost of hared ware etc Rft. 100.00 5.00
Total (A)
So, Cost per Rft. Tk. ###
Analysis for 100 Cft.
4" Thick finished lime terracing (2:2:7)
A. Cost of Materials :
a I. 1st class Brick Pcs 900.00 6.20
b Breaking cost Nos 900.00 0.30
c ii. Stone Lime Mond 12.50 500.00
d iii. 1st class Surki Cft 27.00 35.00
e iv. Chitagur, Garlic, Meti, Khoar LS
Total (A)
B. Cost of Labour :
a Lime terracing With chipping Sft 100.00 7.50
Total (B)
So, Rate Per Cft. Tk. ###
Item No
Rate (Tk.)
Door shutte -wood
PROSSIMO DEVELOPMENT LTD
Analysis for Civil work
1040.00
1040.00
130.00
130.00
1170.00
One layer brick flat soling in foundation and floor.
1860.00
40.00
1900.00
65.00
65.00
1965.00
3'' C.C work (1:3:6), Brick Chips, MS
5580.00
450.00
4620.00
10650.00
270.00
90.00
33.75
135.00
45.00
40.00
1100.00
100.00
1813.75
Kaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-
Amount
(Tk.)
Sand filling in foundation and plinth for 100 cft. of work inc. compactoin etc
12463.75
4'' C.C work (1:2:4), Brick Chips, 50% CS
5332.00
652.50
225.00
6930.00
13139.50
258.00
86.00
33.75
129.00
45.00
40.00
825.00
100.00
1516.75
14656.25
9184.00
1189.00
8470.00
18843.00
82.00
30.75
102.50
41.00
40.00
585.00
100.00
981.25
19824.25
Amount
(Tk.)
R.C.C work (1:1½:3) completed excluding cost of rod and fabrication in
9184.00
1189.00
8470.00
18843.00
82.00
30.75
102.50
41.00
40.00
710.00
100.00
1106.25
19949.25
9632.00
652.50
225.00
6930.00
17439.50
86.00
33.75
107.50
45.00
40.00
585.00
100.00
997.25
Amount
(Tk.)
R.C.C work (1:1½:3) completed excluding cost of rod and fabrication in
R.C.C work (1:2:4) completed excluding cost of rod and fabrication in Column
18436.75
9632.00
652.50
225.00
6930.00
17439.50
86.00
33.75
107.50
45.00
40.00
710.00
100.00
1122.25
18561.75
5084.00
594.50
205.00
8470.00
14353.50
246.00
86.00
30.75
123.00
41.00
Amount
(Tk.)
R.C.C work (1:2:4) completed excluding cost of rod and fabrication in Column
R.C.C work (1:1½:3) completed excluding cost of rod and fabrication in Column, Beam, Slab Stair. casting with Brick Chips, 50% CS
40.00
585.00
100.00
1251.75
15605.25
5084.00
594.50
205.00
8470.00
14353.50
246.00
86.00
30.75
123.00
41.00
40.00
710.00
100.00
1376.75
15730.25
5332.00
652.50
225.00
6930.00
13139.50
258.00
86.00
Amount
(Tk.)
R.C.C work (1:1½:3) completed excluding cost of rod and fabrication in Column, Beam, Slab Stair. casting with Brick Chips, 50% CS
R.C.C work (1:2:4) completed excluding cost of rod and fabrication in Column, Beam, Slab Stair. casting with Brick Chips, 50% CS
33.75
129.00
45.00
40.00
585.00
100.00
1276.75
14416.25
5332.00
652.50
225.00
6930.00
13139.50
258.00
86.00
33.75
129.00
45.00
40.00
710.00
100.00
1401.75
14541.25
5332.00
652.50
225.00
6930.00
13139.50
Amount
(Tk.)
R.C.C work (1:2:4) completed excluding cost of rod and fabrication in Column, Beam, Slab Stair. casting with Brick Chips, 50% CS
R.C.C work (1:2:4) completed excluding cost of rod and fabrication in Lintel
258.00
86.00
33.75
129.00
45.00
40.00
1200.00
100.00
1891.75
15031.25
5332.00
652.50
225.00
6930.00
13139.50
258.00
86.00
33.75
129.00
45.00
40.00
1200.00
100.00
1891.75
15031.25
10" brick work (1:6) in super structure.
7130.00
360.00
1540.00
9030.00
Amount
(Tk.)
R.C.C work (1:2:4) completed excluding cost of rod and fabrication in False Slab, Sunshed, Drop wall casting with Brick Chips, 50% CS
27.00
172.50
36.00
40.00
400.00
675.50
9705.50
10" brick work (1:6) in super structure.
7130.00
360.00
1540.00
9030.00
27.00
172.50
36.00
40.00
470.00
745.50
9775.50
5" Brick work (1:4) in super structure
3100.00
170.00
1001.00
4271.00
12.75
75.00
Amount
(Tk.)
17.00
40.00
300.00
444.75
4715.75
5" Brick work (1:4) in super structure
3100.00
170.00
1001.00
4271.00
12.75
75.00
17.00
40.00
350.00
494.75
4765.75
25 mm thick cement plaster inside Brick wall (1:5)
104.20
642.95
747.15
7.81
7.81
10.42
315.00
40.00
381.05
1128.20
25 mm thick cement plaster in side Brick wall (1:5)
104.20
642.95
747.15
Amount
(Tk.)
7.81
7.81
10.42
365.00
40.00
431.05
1178.20
20 mm thick cement plaster outside Brick wall (1:5)
78.10
481.25
559.35
5.86
5.86
7.81
360.00
40.00
419.53
978.88
20 mm thick cement plaster out side Brick wall (1:5)
78.10
481.25
559.35
5.86
5.86
7.81
420.00
40.00
479.53
1038.88
20 mm thick plaster On Concrete Surfaces including Chipping (1:4)
75.00
577.50
652.50
Amount
(Tk.)
5.63
5.63
7.50
360.00
40.00
418.75
1071.25
20 mm thick plaster On Concrete Surfaces including Chipping (1:4)
75.00
577.50
652.50
5.63
5.63
7.50
410.00
40.00
468.75
1121.25
12 mm Thick Plaster with Net Cement Finishing (NCF)
50.00
385.00
192.50
627.50
360.00
100.00
3.75
3.75
5.00
40.00
512.50
1140.00
Amount
(Tk.)
12 mm Thick Plaster with Net Cement Finishing (NCF)
50.00
385.00
192.50
627.50
410.00
100.00
3.75
3.75
5.00
40.00
562.50
1190.00
6090.00
100.00
6190.00
93.70
962.50
1056.20
1000.00
7.03
9.37
40.00
1056.40
Amount
(Tk.)
8302.60
6090.00
100.00
6190.00
93.70
962.50
1056.20
1000.00
7.03
9.37
40.00
1056.40
8302.60
3990.00
100.00
4090.00
62.50
962.50
1025.00
1000.00
4.69
Amount
(Tk.)
6.25
40.00
1050.94
6165.94
3990.00
100.00
4090.00
62.50
962.50
1025.00
1000.00
4.69
6.25
40.00
1050.94
6165.94
11025.00
100.00
11125.00
93.70
962.50
1056.20
Amount
(Tk.)
1000.00
7.03
9.37
40.00
1056.40
13237.60
Fabrication of M.S. rod in (40 Grade)
3000.00
45.00
3045.00
90.00
10.00
100.00
3145.00
Fabrication of M.S. rod in (40 Grade)
3000.00
45.00
3045.00
105.00
10.00
115.00
3160.00
Fabrication of M.S. rod in (60 Grade)
3000.00
45.00
3045.00
90.00
Amount
(Tk.)
10.00
100.00
3145.00
Fabrication of M.S. rod in (60 Grade)
3000.00
45.00
3045.00
105.00
10.00
115.00
3160.00
9500.00
200.00
9700.00
350.00
350.00
10050.00
9500.00
200.00
Amount
(Tk.)
9700.00
350.00
350.00
10050.00
16500.00
200.00
16700.00
350.00
350.00
17050.00
16500.00
200.00
16700.00
440.00
440.00
17140.00
Amount
(Tk.)
500.00
20.00
520.00
200.00
200.00
720.00
472.50
120.00
60.00
652.50
300.00
300.00
952.50
1050.00
120.00
60.00
1230.00
350.00
350.00
1580.00
Amount
(Tk.)
966.00
120.00
60.00
1146.00
400.00
400.00
1546.00
56000.00
550.00
56550.00
500.00
400.00
900.00
57450.00
47500.00
1500.00
49000.00
1000.00
50000
15500.00
300.00
15800.00
600.00
600.00
16400.00
14500.00
1500.00
16000.00
1000.00
17000.00
16500.00
7000.00
1875.00
500.00
25875.00
5580.00
270.00
6250.00
945.00
50.00
13095.00
750.00
13845.00
Amount
(Tk.)
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
Analysis of Civil work-2010
Description Unit Rate
1 Site Mobilization
Site cleaning L.S 6000.00Lay-out work Sft 0.50
2 Earth Excavitiona Earth work up to 7-6" Cft 2.00b Earth work above 7-6" Cft 2.25
3 Filling Worka Earth fill/sand fill Cft 1.00b Sand fill with Royalty Cft 11.70
4 One layer BFS Sft 19.655 C.C Work
a 3'' CC (1:3:6)-BC,MS Cft 124.64b 4'' CC (1:2:4)-BC 50% CS Cft 146.56
6 RCC Works:a RCC (1:1½:3),SC 50% CS (Ground Floor) Cft 198.24b RCC (1:1½:3),SC 50% CS (1st Floor to 6th Floor) Cft 199.49c RCC (1:2:4),SC 50% CS (Ground Floor) Cft 184.37d RCC (1:2:4),SC 50% CS (1st Floor to 6th Floor) Cft 185.62e RCC (1:1½:3),BC 50% CS (Ground Floor) Cft 156.05f RCC (1:1½:3),BC 50% CS (1st Floor to 6th Floor) Cft 157.30g RCC (1:2:4),BC 50% CS (Ground Floor) Cft 144.16h RCC (1:2:4),BC 50% CS (1st Floor to 6th Floor) Cft 145.41i RCC (1:2:4),BC 50% CS (Ground Floor),Lintel Cft 150.31j RCC (1:2:4),BC 50% CS (1st Floor to 6th Floor) False Slab Cft 150.31
7 Brick Worka 10"Thick Brick work(1:6) (Ground Floor) Cft 97.06b 10"Thick Brick work(1:6) (1st Floor to 6th Floor) Cft 97.76c 5" Thick Brick work (1:4) (Ground Floor) Sft 47.16d 5" Thick Brick work (1:4) (1st Floor to 6th Floor) Sft 47.66
8 Plaster Worka 25 mm Plaster-(1:5)-Brick walls in side (Ground Floor) Sft 11.28b 25 mm Plaster-(1:5)-Brick walls in side (1st Floor to 6th Floor) Sft 11.78c 20 mm Plaster-(1:5)-Brick walls out side (Ground Floor) Sft 9.79d 20 mm Plaster-(1:5)-Brick walls out side (1st Floor to 6th Floor) Sft 10.39e 20 mm Plaster-(1:4)-on R.C.C Surfaces (Ground Floor) Sft 10.71f 20 mm Plaster-(1:4)-on R.C.C Surfaces (1st Floor to 6th Floor) Sft 11.21g Plaster with NCF (Ground Floor) Sft 11.40h Plaster with NCF (1st Floor to 6th Floor) Sft 11.90
9 Tiles Worka Floor Tiles (Homogeneous 12" x 12") Sft 83.03b Floor Tiles (Ceramic 12½" x 12½") Sft 83.03
Sl No
c Wall Tiles (Ceramic 8'' x 12") Sft 61.66d Wall Tiles (Ceramic 10 x 13") Sft 61.66e Stair & Lobby (Homogeneous 16" x 16") Sft 132.38
Description Unit Rate
10 Re-Bar Worka Re-Bar 40 Grade (Ground Floor) Kg 62.90b Re-Bar 40 Grade (1st Floor to 6th Floor) Kg 63.20c Re-Bar 60 Grade (Ground Floor) Kg 62.90d Re-Bar 60 Grade (1st Floor to 6th Floor) Kg 63.20
From worka Materials & Labour (Ground Floor) Sft 20.00b Materials & Labour (1st Floor to 6th Floor) Sft 22.00
11 Grill Worka Window grill Sft 100.50b Ver Safety grill Sft 100.50c Ver railing Sft 170.50d Stair Box railing Sft 171.40
12 Paint Worka White wash Sft 0.72b Distempering Sft 4.76c Plastic paint Sft 7.90d Weather coat Sft 7.73
13 Main Door Framea Door Farme (6" x 2½" ) Rft 574.50
14 Internal Door frame a Internal Door frame (6" x 2½" ) Rft 574.50
15 Door Shuttera Door Shutter Sft 500.00
Partex Door Shuttera Partex Door Shutter Sft 164.00
16 Stair Hand Resta Stair Hand rest Teak Chamble (3"x 2½" ) Sft 258.75
17 Aluminium worksa 3" Section Sliding Aluminium Door Window Fixed works Sft 253.00
18 Lime Terracinga 4" Thick finished lime terracing (2:2:7) Sft 138.45
Sl No
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
Analysis of Civil work-2010
Remarks
Remarks
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
Name of the Project: 0.00 Construction Area 9940
Per Floor Area 1420
Average BOQ Qty Per Total Cons.area and Per Floor Cons.area
Description of work Unit 0.00 Remarks
1 Lay-out LS 0.2013 1.2487 2000.92 1773.15 1887.04
2 Earth Excavation Cft 0.9639 5.9761 9581.17 8486.06 9033.61
3 Earth filling Cft 0.3213 1.9922 3193.72 2828.92 3011.32
4 Sand filling Cft 0.4026 2.4973 4001.84 3546.17 3774.01
5 3" thick C.C work (1:3:6) BC,MS Cft 0.0208 0.1290 206.75 183.18 194.97
6 4" thick C.C work (1:2:4) BC,50% CS Cft 0.0974 0.6028 968.16 855.98 912.07
7 Dressing & Leveling Sft 0.2652 1.6438 2636.09 2334.20 2485.14
8 One Layer Brick flat soling Sft 0.2844 1.7642 2826.94 2505.16 2666.05
9 Polythene sheel laying (Double layer) Sft 0.2831 1.7557 2814.01 2493.09 2653.55
10 Pile boring Rft 0.0000 0.0000 0.00 0.00 0.00
11 R.C.C work : 0.00 0.00 0.00
a) Footing (1:1½:3) SC,50% CS Cft 0.1231 0.7632 1223.61 1083.74 1153.68
b) Column upto PL (1:1½:3) SC,50% CS Cft 0.0167 0.1032 166.00 146.54 156.27
c) Lift wall (1:1½:3) SC,50% CS Cft 0.0054 0.0333 53.68 47.29 50.48
d) U.G.W.R (1:1½:3) BC,50% CS Cft 0.0173 0.1075 171.96 152.65 162.31
e) Grade Beam (1:2:4) BC,50% CS Cft 0.0195 0.1210 193.83 171.82 182.83
f) U.G.W.R Top Slab (1:2:4) BC,50% CS Cft 0.0045 0.0279 44.73 39.62 42.17
g) Pile (1:1½:3) Shingless ,50% CS Cft 0.0000 0.0000 0.00 0.00 0.00
12 Re-Bar work (60 Grade) 0.00 0.00 0.00
a) Footing Kg 0.2242 1.3893 2228.55 1972.81 2100.68
b) Column upto PL Kg 0.1384 0.8584 1375.70 1218.93 1297.31
c) Lift wall Kg 0.0196 0.1223 194.82 173.67 184.25
d) U.G.W.R Kg 0.0662 0.4102 658.03 582.48 620.26
e) Grade Beam Kg 0.0986 0.6112 980.08 867.90 923.99
g) Pile Kg 0.0000 0.0000 0.00 0.00 0.00
13 Form work (M+L) 0.00 0.00 0.00
a) Footing & C.C Sft 0.0595 0.3693 591.43 524.41 557.92
b) Column upto PL Sft 0.0515 0.3190 511.91 452.98 482.45
c) Lift wall Sft 0.0104 0.0644 103.38 91.45 97.41
d) U.G.W.R Sft 0.0553 0.3431 549.68 487.20 518.44
e) Grade Beam Sft 0.0620 0.3842 616.28 545.56 580.92
Total (a+e) Sft 0.00 0.00 0.00
14 12 mm Plaster with NCF (1:6) Sft 0.0352 0.2186 349.89 310.41 330.15
15 Patent Stone with NCF Sft 0.0081 0.0501 80.51 71.14 75.83
16 PVC water stopper 10" Rft 0.0027 0.0166 26.84 23.57 25.21
SI No
Per Total
Cons Area
Average
Per Floor Area
Average
Per Total
Cons Area
Average
Per Floor Area
Average
Description of work Unit 0.00 Remarks
X) R.C.C work : 0.00 0.00 0.00
A) Ground Floor 0.00 0.00 0.00
a) Column (1:1½:3) SC,50% CS Cft 0.0168 0.1040 166.99 147.68 157.34
b) Lift wall (1:1½:3) SC,50% CS Cft 0.0000 0.0000 0.00 0.00 0.00
c) Beam (1:2:4) BC,50% CS Cft 0.0206 0.1277 204.76 181.33 193.05
d) Slab (1:2:4) BC,50% CS Cft 0.0703 0.4359 698.78 618.98 658.88
e) Stair (1:2:4) BC,50% CS Cft 0.0052 0.0320 51.69 45.44 48.56
f) Lintel (1:2:4) BC, MS Cft 0.0006 0.0037 5.96 5.25 5.61
g) False Slab (1:2:4) BC, MS Cft 0.0004 0.0025 3.98 3.55 3.76
h) Sunshed & Drop wall (1:2:4) BC, MS Cft 0.0004 0.0025 3.98 3.55 3.76
B) First Floor 0.00 0.00 0.00
a) Column (1:1½:3) SC,50% CS Cft 0.0160 0.0992 159.04 140.86 149.95
b) Lift wall (1:1½:3) SC,50% CS Cft 0.0000 0.0000 0.00 0.00 0.00
c) Beam (1:2:4) BC,50% CS Cft 0.0211 0.1308 209.73 185.74 197.74
d) Slab (1:2:4) BC,50% CS Cft 0.0703 0.4359 698.78 618.98 658.88
e) Stair (1:2:4) BC,50% CS Cft 0.0052 0.0320 51.69 45.44 48.56
f) Lintel (1:2:4) BC, MS Cft 0.0022 0.0133 21.87 18.89 20.38
g) False Slab (1:2:4) BC, MS Cft 0.0039 0.0241 38.77 34.22 36.49
h) Sunshed & Drop wall (1:2:4) BC, MS Cft 0.0033 0.0204 32.80 28.97 30.89
C) 2nd Floor 0.00 0.00 0.00
a) Column (1:1½:3) SC,50% CS Cft 0.0160 0.0992 159.04 140.86 149.95
b) Lift wall (1:1½:3) SC,50% CS Cft 0.0000 0.0000 0.00 0.00 0.00
c) Beam (1:2:4) BC,50% CS Cft 0.0211 0.1308 209.73 185.74 197.74
d) Slab (1:2:4) BC,50% CS Cft 0.0703 0.4359 698.78 618.98 658.88
e) Stair (1:2:4) BC,50% CS Cft 0.0052 0.0320 51.69 45.44 48.56
f) Lintel (1:2:4) BC, MS Cft 0.0022 0.0133 21.87 18.89 20.38
g) False Slab (1:2:4) BC, MS Cft 0.0039 0.0241 38.77 34.22 36.49
h) Sunshed & Drop wall (1:2:4) BC, MS Cft 0.0033 0.0204 32.80 28.97 30.89
D) 3rd Floor 0.00 0.00 0.00
a) Column (1:1½:3) SC,50% CS Cft 0.0160 0.0992 159.04 140.86 149.95
b) Lift wall (1:1½:3) SC,50% CS Cft 0.0000 0.0000 0.00 0.00 0.00
c) Beam (1:2:4) BC,50% CS Cft 0.0211 0.1308 209.73 185.74 197.74
d) Slab (1:2:4) BC,50% CS Cft 0.0703 0.4359 698.78 618.98 658.88
e) Stair (1:2:4) BC,50% CS Cft 0.0052 0.0320 51.69 45.44 48.56
f) Lintel (1:2:4) BC, MS Cft 0.0022 0.0133 21.87 18.89 20.38
g) False Slab (1:2:4) BC, MS Cft 0.0039 0.0241 38.77 34.22 36.49
h) Sunshed & Drop wall (1:2:4) BC, MS Cft 0.0033 0.0204 32.80 28.97 30.89
SI No
Per Total
Cons Area
Average
Per Floor Area
Average
Per Total
Cons Area
Average
Per Floor Area
Average
Description of work Unit 0.00 Remarks
E) 4th Floor 0.00 0.00 0.00
a) Column (1:1½:3) SC,50% CS Cft 0.0160 0.0992 159.04 140.86 149.95
b) Lift wall (1:1½:3) SC,50% CS Cft 0.0000 0.0000 0.00 0.00 0.00
c) Beam (1:2:4) BC,50% CS Cft 0.0211 0.1308 209.73 185.74 197.74
d) Slab (1:2:4) BC,50% CS Cft 0.0703 0.4359 698.78 618.98 658.88
e) Stair (1:2:4) BC,50% CS Cft 0.0052 0.0320 51.69 45.44 48.56
f) Lintel (1:2:4) BC, MS Cft 0.0022 0.0133 21.87 18.89 20.38
g) False Slab (1:2:4) BC, MS Cft 0.0039 0.0241 38.77 34.22 36.49
h) Sunshed & Drop wall (1:2:4) BC, MS Cft 0.0033 0.0204 32.80 28.97 30.89
F) 5th Floor 0.00 0.00 0.00
a) Column (1:1½:3) SC,50% CS Cft 0.0160 0.0992 159.04 140.86 149.95
b) Lift wall (1:1½:3) SC,50% CS Cft 0.0000 0.0000 0.00 0.00 0.00
c) Beam (1:2:4) BC,50% CS Cft 0.0211 0.1308 209.73 185.74 197.74
d) Slab (1:2:4) BC,50% CS Cft 0.0703 0.4359 698.78 618.98 658.88
e) Stair (1:2:4) BC,50% CS Cft 0.0052 0.0320 51.69 45.44 48.56
f) Lintel (1:2:4) BC, MS Cft 0.0022 0.0133 21.87 18.89 20.38
g) False Slab (1:2:4) BC, MS Cft 0.0039 0.0241 38.77 34.22 36.49
h) Sunshed & Drop wall (1:2:4) BC, MS Cft 0.0033 0.0204 32.80 28.97 30.89
G) 6th Floor (Top Floor) 0.00 0.00 0.00
a) Column (1:1½:3) SC,50% CS Cft 0.0033 0.0205 32.80 29.11 30.96
b) Lift M Room (1:1½:3) SC,50% CS Cft 0.0058 0.0360 57.65 51.12 54.39
c) Beam (1:2:4) BC,50% CS Cft 0.0000 0.0000 0.00 0.00 0.00
d) Slab (1:1½:3) SC,50% CS Cft 0.0000 0.0000 0.00 0.00 0.00
e) Stair (1:2:4) BC,50% CS Cft 0.0000 0.0000 0.00 0.00 0.00
f) Lintel (1:2:4) BC, MS Cft 0.0000 0.0000 0.00 0.00 0.00
g) False Slab (1:2:4) BC, MS Cft 0.0000 0.0000 0.00 0.00 0.00
h) Sunshed & Drop wall (1:2:4) BC, MS Cft 0.0000 0.0000 0.00 0.00 0.00
j) OHWT (1:1½:3) BC,50% CS Cft 0.0146 0.0907 145.12 128.79 136.96
SI No
Per Total
Cons Area
Average
Per Floor Area
Average
Per Total
Cons Area
Average
Per Floor Area
Average
Description of work Unit 0.00 Remarks
Y) Re- bar work : 0.00 0.00 0.00
A) Ground Floor 0.00 0.00 0.00
a) Column (60 Grade) in/c 3% wastage Kg 0.1421 0.8806 1412.47 1250.45 1331.46
b) Lift wall (60 Grade) in/c 3% wastage Kg 0.0000 0.0000 0.00 0.00 0.00
c) Beam (60 Grade) in/c 3% wastage Kg 0.1352 0.8395 1343.89 1192.09 1267.99
d) Slab (40 Grade) in/c 3% wastage Kg 0.2031 1.2602 2018.81 1789.48 1904.15
e) Stair (40 Grade) in/c 3% wastage Kg 0.0195 0.1207 193.83 171.39 182.61
f) Lintel (40 Grade) in/c 3% wastage Kg 0.0038 0.0237 37.77 33.65 35.71
g) False Slab (40 Grade) in/c 3% wastage Kg 0.0024 0.0147 23.86 20.87 22.37
h) Kg 0.0025 0.0155 24.85 22.01 23.43
B) First Floor 0.00 0.00 0.00
a) Column (60 Grade) in/c 3% wastage Kg 0.1317 0.8167 1309.10 1159.71 1234.41
b) Lift wall (60 Grade) in/c 3% wastage Kg 0.0000 0.0000 0.00 0.00 0.00
c) Beam (60 Grade) in/c 3% wastage Kg 0.1352 0.8395 1343.89 1192.09 1267.99
d) Slab (40 Grade) in/c 3% wastage Kg 0.2031 1.2602 2018.81 1789.48 1904.15
e) Stair (40 Grade) in/c 3% wastage Kg 0.0195 0.1207 193.83 171.39 182.61
f) Lintel (40 Grade) in/c 3% wastage Kg 0.0164 0.1012 163.02 143.70 153.36
g) False Slab (40 Grade) in/c 3% wastage Kg 0.0142 0.0879 141.15 124.82 132.98
h) Kg 0.0122 0.0757 121.27 107.49 114.38
C) 2nd Floor 0.00 0.00 0.00
a) Column (60 Grade) in/c 3% wastage Kg 0.1223 0.7585 1215.66 1077.07 1146.37
b) Lift wall (60 Grade) in/c 3% wastage Kg 0.0000 0.0000 0.00 0.00 0.00
c) Beam (60 Grade) in/c 3% wastage Kg 0.1352 0.8395 1343.89 1192.09 1267.99
d) Slab (40 Grade) in/c 3% wastage Kg 0.2031 1.2602 2018.81 1789.48 1904.15
e) Stair (40 Grade) in/c 3% wastage Kg 0.0195 0.1207 193.83 171.39 182.61
f) Lintel (40 Grade) in/c 3% wastage Kg 0.0164 0.1012 163.02 143.70 153.36
g) False Slab (40 Grade) in/c 3% wastage Kg 0.0142 0.0879 141.15 124.82 132.98
h) Kg 0.0122 0.0757 121.27 107.49 114.38
D) 3rd Floor 0.00 0.00 0.00
a) Column (60 Grade) in/c 3% wastage Kg 0.1159 0.7185 1152.05 1020.27 1086.16
b) Lift wall (60 Grade) in/c 3% wastage Kg 0.0000 0.0000 0.00 0.00 0.00
c) Beam (60 Grade) in/c 3% wastage Kg 0.1352 0.8395 1343.89 1192.09 1267.99
d) Slab (40 Grade) in/c 3% wastage Kg 0.2031 1.2602 2018.81 1789.48 1904.15
e) Stair (40 Grade) in/c 3% wastage Kg 0.0195 0.1207 193.83 171.39 182.61
f) Lintel (40 Grade) in/c 3% wastage Kg 0.0164 0.1012 163.02 143.70 153.36
SI No
Per Total
Cons Area
Average
Per Floor Area
Average
Per Total
Cons Area
Average
Per Floor Area
Average
Drop wall (40 Grade) in/c 3% wastage
Drop wall (40 Grade) in/c 3% wastage
Drop wall (40 Grade) in/c 3% wastage
g) False Slab (40 Grade) in/c 3% wastage Kg 0.0142 0.0879 141.15 124.82 132.98
h) Kg 0.0122 0.0757 121.27 107.49 114.38
Description of work Unit 0.00 Remarks
E) 4th Floor 0.00 0.00 0.00
a) Column (60 Grade) in/c 3% wastage Kg 0.1104 0.6848 1097.38 972.42 1034.90
b) Lift wall (60 Grade) in/c 3% wastage Kg 0.0000 0.0000 0.00 0.00 0.00
c) Beam (60 Grade) in/c 3% wastage Kg 0.1352 0.8395 1343.89 1192.09 1267.99
d) Slab (40 Grade) in/c 3% wastage Kg 0.2031 1.2602 2018.81 1789.48 1904.15
e) Stair (40 Grade) in/c 3% wastage Kg 0.0195 0.1207 193.83 171.39 182.61
f) Lintel (40 Grade) in/c 3% wastage Kg 0.0164 0.1012 163.02 143.70 153.36
g) False Slab (40 Grade) in/c 3% wastage Kg 0.0142 0.0879 141.15 124.82 132.98
h) Kg 0.0122 0.0757 121.27 107.49 114.38
F) 5th Floor 0.00 0.00 0.00
a) Column (60 Grade) in/c 3% wastage Kg 0.1093 0.6780 1086.44 962.76 1024.60
b) Lift wall (60 Grade) in/c 3% wastage Kg 0.0000 0.0000 0.00 0.00 0.00
c) Beam (60 Grade) in/c 3% wastage Kg 0.1352 0.8395 1343.89 1192.09 1267.99
d) Slab (40 Grade) in/c 3% wastage Kg 0.2031 1.2602 2018.81 1789.48 1904.15
e) Stair (40 Grade) in/c 3% wastage Kg 0.0195 0.1207 193.83 171.39 182.61
f) Lintel (40 Grade) in/c 3% wastage Kg 0.0164 0.1012 163.02 143.70 153.36
g) False Slab (40 Grade) in/c 3% wastage Kg 0.0142 0.0879 141.15 124.82 132.98
h) Kg 0.0122 0.0757 121.27 107.49 114.38
G) Top Floor 0.00 0.00 0.00
a) Column (60 Grade) in/c 3% wastage Kg 0.0190 0.1175 188.86 166.85 177.86
b) Lift M Room (60 Grade) in/c 3% wastage Kg 0.0267 0.1653 265.40 234.73 250.06
c) Beam (60 Grade) in/c 3% wastage Kg 0.0000 0.0000 0.00 0.00 0.00
d) Slab (40 Grade) in/c 3% wastage Kg 0.0000 0.0000 0.00 0.00 0.00
e) Stair (40 Grade) in/c 3% wastage Kg 0.0000 0.0000 0.00 0.00 0.00
f) Lintel (40 Grade) in/c 3% wastage Kg 0.0000 0.0000 0.00 0.00 0.00
g) False Slab (40 Grade) in/c 3% wastage Kg 0.0000 0.0000 0.00 0.00 0.00
h) Kg 0.0000 0.0000 0.00 0.00 0.00
i) OHWT (40 Grade) in/c 3% wastage Kg 0.0670 0.4158 665.98 590.44 628.21
Drop wall (40 Grade) in/c 3% wastage
SI No
Per Total
Cons Area
Average
Per Floor Area
Average
Per Total
Cons Area
Average
Per Floor Area
Average
Drop wall (40 Grade) in/c 3% wastage
Drop wall (40 Grade) in/c 3% wastage
Drop wall (40 Grade) in/c 3% wastage
Description of work Unit 0.00 Remarks
Z) From work 0.00 0.00 0.00
A) Ground Floor 0.00 0.00 0.00
a) Column Sft 0.0604 0.3743 600.38 531.51 565.94
b) Lift wall Sft 0.0000 0.0000 0.00 0.00 0.00
c) Beam Sft 0.0412 0.2554 409.53 362.67 386.10
d) Slab Sft 0.1629 1.0107 1619.23 1435.19 1527.21
e) Stair Sft 0.0161 0.0996 160.03 141.43 150.73
f) Lintel Sft 0.0041 0.0251 40.75 35.64 38.20
g) False Slab Sft 0.0018 0.0109 17.89 15.48 16.69
h) Sunshed & Drop wall Sft 0.0035 0.0214 34.79 30.39 32.59
B) First Floor 0.00 0.00 0.00
a) Column Sft 0.0591 0.3661 587.45 519.86 553.66
b) Lift wall Sft 0.0000 0.0000 0.00 0.00 0.00
c) Beam Sft 0.0420 0.2608 417.48 370.34 393.91
d) Slab Sft 0.1629 1.0107 1619.23 1435.19 1527.21
e) Stair Sft 0.0161 0.0996 160.03 141.43 150.73
f) Lintel Sft 0.0102 0.0636 101.39 90.31 95.85
g) False Slab Sft 0.0149 0.0923 148.11 131.07 139.59
h) Sunshed & Drop wall Sft 0.0186 0.1153 184.88 163.73 174.31
C) 2nd Floor 0.00 0.00 0.00
a) Column Sft 0.0591 0.3661 587.45 519.86 553.66
b) Lift wall Sft 0.0000 0.0000 0.00 0.00 0.00
c) Beam Sft 0.1460 0.9006 1451.24 1278.85 1365.05
d) Slab Sft 0.1629 1.0107 1619.23 1435.19 1527.21
e) Stair Sft 0.0161 0.0996 160.03 141.43 150.73
f) Lintel Sft 0.0130 0.0805 129.22 114.31 121.77
g) False Slab Sft 0.0209 0.1294 207.75 183.75 195.75
h) Sunshed & Drop wall Sft 0.0231 0.1434 229.61 203.63 216.62
D) 3rd Floor 0.00 0.00 0.00
a) Column Sft 0.0591 0.3661 587.45 519.86 553.66
b) Lift wall Sft 0.0000 0.0000 0.00 0.00 0.00
c) Beam Sft 0.1460 0.9006 1451.24 1278.85 1365.05
SI No
Per Total
Cons Area
Average
Per Floor Area
Average
Per Total
Cons Area
Average
Per Floor Area
Average
d) Slab Sft 0.1629 1.0107 1619.23 1435.19 1527.21
e) Stair Sft 0.0161 0.0996 160.03 141.43 150.73
f) Lintel Sft 0.0130 0.0805 129.22 114.31 121.77
g) False Slab Sft 0.0209 0.1294 207.75 183.75 195.75
h) Sunshed & Drop wall Sft 0.0231 0.1434 229.61 203.63 216.62
Description of work Unit 0.00 Remarks
E) 4th Floor 0.00 0.00 0.00
a) Column Sft 0.0591 0.3661 587.45 519.86 553.66
b) Lift wall Sft 0.0000 0.0000 0.00 0.00 0.00
c) Beam Sft 0.1460 0.9006 1451.24 1278.85 1365.05
d) Slab Sft 0.1629 1.0107 1619.23 1435.19 1527.21
e) Stair Sft 0.0161 0.0996 160.03 141.43 150.73
f) Lintel Sft 0.0130 0.0805 129.22 114.31 121.77
g) False Slab Sft 0.0209 0.1294 207.75 183.75 195.75
h) Sunshed & Drop wall Sft 0.0231 0.1434 229.61 203.63 216.62
F) 5th Floor 0.00 0.00 0.00
a) Column Sft 0.0591 0.3661 587.45 519.86 553.66
b) Lift wall Sft 0.0000 0.0000 0.00 0.00 0.00
c) Beam Sft 0.1460 0.9006 1451.24 1278.85 1365.05
d) Slab Sft 0.1629 1.0107 1619.23 1435.19 1527.21
e) Stair Sft 0.0161 0.0996 160.03 141.43 150.73
f) Lintel Sft 0.0130 0.0805 129.22 114.31 121.77
g) False Slab Sft 0.0209 0.1294 207.75 183.75 195.75
h) Sunshed & Drop wall Sft 0.0231 0.1434 229.61 203.63 216.62
G) Top Floor 0.00 0.00 0.00
a) Column Sft 0.0124 0.0766 123.26 108.77 116.01
b) Lift M Room Sft 0.0151 0.0934 150.09 132.63 141.36
c) Beam Sft 0.0000 0.0000 0.00 0.00 0.00
d) Slab Sft 0.0000 0.0000 0.00 0.00 0.00
e) Stair Sft 0.0000 0.0000 0.00 0.00 0.00
f) Lintel Sft 0.0000 0.0000 0.00 0.00 0.00
g) False Slab Sft 0.0000 0.0000 0.00 0.00 0.00
h) Sunshed & Drop wall Sft 0.0000 0.0000 0.00 0.00 0.00
i) OHWT Sft 0.0439 0.2720 436.37 386.24 411.30
SI No
Per Total
Cons Area
Average
Per Floor Area
Average
Per Total
Cons Area
Average
Per Floor Area
Average
Description of work Unit 0.00 Remarks
A) Ground Floor 0.00 0.00 0.00
1 Brick Work:
a 10" Thick brick work (1:6) Cft 0.0015 0.0090 14.91 12.78 13.84
b 5" Thick brick work (1:4) Sft 0.0952 0.5907 946.29 838.79 892.54
2 Plastering Work:
a 25 mm Thick Plaster (1:5) B/W (in side) Sft 0.1904 1.1811 1892.58 1677.16 1784.87
b 20 mm Thick Plaster (1:5) B/W (out side) Sft 0.2427 1.5053 2412.44 2137.53 2274.98
c 20 mm Thick Plaster (1:4) on Concrete Sft 0.2754 1.7085 2737.48 2426.07 2581.77
3 Tiles Work:
a Tiles work in Lobby & Stair Sft 0.0160 0.0993 159.04 141.01 150.02
b Tiles work in Floor Sft 0.0000 0.0000 0.00 0.00 0.00
c Tiles work in Skirting Sft 0.0000 0.0000 0.00 0.00 0.00
d Tiles work in Toilet Floor Sft 0.0000 0.0000 0.00 0.00 0.00
e Tiles work in Toilet wall Sft 0.0000 0.0000 0.00 0.00 0.00
4 Paint Work: 0.00 0.00 0.00
a Ceiling Sft 0.2754 1.7085 2737.48 2426.07 2581.77
b Wall Sft 0.1904 1.1811 1892.58 1677.16 1784.87
c Weather coat Sft 0.2427 1.5053 2412.44 2137.53 2274.98
d Enamel Sft 0.0018 0.0113 17.89 16.05 16.97
e White washing Sft 0.0000 0.0000 0.00 0.00 0.00
f French Polish Sft 0.0000 0.0000 0.00 0.00 0.00
5 Door Frame & Door Shutter:
a Main Door Frame Rft 0.0000 0.0000 0.00 0.00 0.00
b Internal Door Frame Rft 0.0034 0.0212 33.80 30.10 31.95
c Main Door shutter Sft 0.0000 0.00 0.00 0.00
d Flush Door shutter Sft 0.0034 0.0211 33.80 29.96 31.88
e Plastic door with Shutter Pcs 0.0002 0.0012 1.99 1.70 1.85
f Cat Door work Pcs 0.0002 0.0012 1.99 1.70 1.85
6 Grill Work:
SI No
Per Total
Cons Area
Average
Per Floor Area
Average
Per Total
Cons Area
Average
Per Floor Area
Average
a Window grill Sft 0.0037 0.0227 36.78 32.23 34.51
b Varandah safety grill Sft 0.0000 0.0000 0.00 0.00 0.00
c Varandah railing Sft 0.0000 0.0000 0.00 0.00 0.00
d Stair railing (Grill) Sft 0.0028 0.0174 27.83 24.71 26.27
e Stair hand rest Rft 0.0010 0.0062 9.94 8.80 9.37
7 Aluminium Work:
a Aluminium Sliding window Sft 0.0000 0.0000 0.00 0.00 0.00
b Aluminium fixed window Sft 0.0037 0.0227 36.78 32.23 34.51
c Aluminium Sliding door Sft 0.0000 0.0000 0.00 0.00 0.00
8 Common Work:
a Marble works Sft 0.0057 0.0356 56.66 50.55 53.61
b Main Gate Sft 0.0054 0.0332 53.68 47.14 50.41
c Mortice type Door lock Pcs 0.0002 0.0012 1.99 1.70 1.85
Description of work Unit 0.00 Remarks
B) First Floor
1 Brick Work:
a 10" Thick brick work (1:6) Cft 0.0160 0.0995 159.04 141.29 150.17
b 5" Thick brick work (1:4) Sft 0.2305 1.4302 2291.17 2030.88 2161.03
2 Plastering Work:
a 25 mm Thick Plaster (1:5) B/W (in side) Sft 0.4255 2.6424 4229.47 3752.21 3990.84
b 20 mm Thick Plaster (1:5) B/W (out side) Sft 0.1092 0.6774 1085.45 961.91 1023.68
c 20 mm Thick Plaster (1:4) on Concrete Sft 0.2054 1.2738 2041.68 1808.80 1925.24
3 Tiles Work:
a Tiles work in Lobby & Stair Sft 0.0148 0.0918 147.11 130.36 138.73
b Tiles work in Floor Sft 0.1224 0.7595 1216.66 1078.49 1147.57
c Tiles work in Skirting Sft 0.0146 0.0904 145.12 128.37 136.75
d Tiles work in Toilet Floor Sft 0.0136 0.0844 135.18 119.85 127.52
e Tiles work in Toilet wall Sft 0.0751 0.4664 746.49 662.29 704.39
4 Paint Work: 0.00 0.00 0.00
a Ceiling Sft 0.2054 1.2738 2041.68 1808.80 1925.24
b Wall Sft 0.4250 2.6390 4224.50 3747.38 3985.94
c Weather coat Sft 0.1092 0.6774 1085.45 961.91 1023.68
d Enamel Sft 0.0416 0.2581 413.50 366.50 390.00
e White washing Sft 0.0180 0.1121 178.92 159.18 169.05
f French Polish Sft 0.0303 0.1880 301.18 266.96 284.07
5 Door Frame & Door Shutter:
a Main Door Frame Rft 0.0018 0.0110 17.89 15.62 16.76
b Internal Door Frame Rft 0.0062 0.0384 61.63 54.53 58.08
c Main Door shutter Sft 0.0023 0.0140 22.86 19.88 21.37
d Flush Door shutter Sft 0.0085 0.0524 84.49 74.41 79.45
e Plastic door with Shutter Pcs 0.0006 0.0036 5.96 5.11 5.54
f Cat Door work Pcs 0.0005 0.0028 4.97 3.98 4.47
SI No
Per Total
Cons Area
Average
Per Floor Area
Average
Per Total
Cons Area
Average
Per Floor Area
Average
6 Grill Work:
a Window grill Sft 0.0151 0.0935 150.09 132.77 141.43
b Varandah safety grill Sft 0.0165 0.1022 164.01 145.12 154.57
c Varandah railing Sft 0.0092 0.0568 91.45 80.66 86.05
d Stair railing (Grill) Sft 0.0028 0.0174 27.83 24.71 26.27
e Stair hand rest Rft 0.0010 0.0062 9.94 8.80 9.37
7 Aluminium Work:
a Aluminium Sliding window Sft 0.0116 0.0721 115.30 102.38 108.84
b Aluminium fixed window Sft 0.0100 0.0619 99.40 87.90 93.65
c Aluminium Sliding door Sft 0.0107 0.0667 106.36 94.71 100.54
8 Common Work:
a Marble works Sft 0.0024 0.0152 23.86 21.58 22.72
b Main Gate Pcs 0.0001 0.0006 0.99 0.85 0.92
c Mortice type Door lock Pcs 0.0007 0.0040 6.96 5.68 6.32
Description of work Unit 0.00 Remarks
C) 2nd Floor
1 Brick Work:
a 10" Thick brick work (1:6) Cft 0.0160 0.0995 159.04 141.29 150.17
b 5" Thick brick work (1:4) Sft 0.2305 1.4302 2291.17 2030.88 2161.03
2 Plastering Work:
a 25 mm Thick Plaster (1:5) B/W (in side) Sft 0.4255 2.6424 4229.47 3752.21 3990.84
b 20 mm Thick Plaster (1:5) B/W (out side) Sft 0.1092 0.6774 1085.45 961.91 1023.68
c 20 mm Thick Plaster (1:4) on Concrete Sft 0.2054 1.2738 2041.68 1808.80 1925.24
3 Tiles Work:
a Tiles work in Lobby & Stair Sft 0.0148 0.0918 147.11 130.36 138.73
b Tiles work in Floor Sft 0.1224 0.7595 1216.66 1078.49 1147.57
c Tiles work in Skirting Sft 0.0146 0.0904 145.12 128.37 136.75
d Tiles work in Toilet Floor Sft 0.0136 0.0844 135.18 119.85 127.52
e Tiles work in Toilet wall Sft 0.0751 0.4664 746.49 662.29 704.39
4 Paint Work: 0.00 0.00 0.00
a Ceiling Sft 0.2054 1.2738 2041.68 1808.80 1925.24
b Wall Sft 0.4250 2.6390 4224.50 3747.38 3985.94
c Weather coat Sft 0.1092 0.6774 1085.45 961.91 1023.68
d Enamel Sft 0.0416 0.2581 413.50 366.50 390.00
e White washing Sft 0.0180 0.1121 178.92 159.18 169.05
f French Polish Sft 0.0303 0.1880 301.18 266.96 284.07
5 Door Frame & Door Shutter:
a Main Door Frame Rft 0.0018 0.0110 17.89 15.62 16.76
b Internal Door Frame Rft 0.0062 0.0384 61.63 54.53 58.08
c Main Door shutter Sft 0.0023 0.0140 22.86 19.88 21.37
d Flush Door shutter Sft 0.0085 0.0524 84.49 74.41 79.45
e Plastic door with Shutter Pcs 0.0006 0.0036 5.96 5.11 5.54
SI No
Per Total
Cons Area
Average
Per Floor Area
Average
Per Total
Cons Area
Average
Per Floor Area
Average
f Cat Door work Pcs 0.0005 0.0028 4.97 3.98 4.47
6 Grill Work:
a Window grill Sft 0.0151 0.0935 150.09 132.77 141.43
b Varandah safety grill Sft 0.0165 0.1022 164.01 145.12 154.57
c Varandah railing Sft 0.0092 0.0568 91.45 80.66 86.05
d Stair railing (Grill) Sft 0.0028 0.0174 27.83 24.71 26.27
e Stair hand rest Rft 0.0010 0.0062 9.94 8.80 9.37
7 Aluminium Work:
a Aluminium Sliding window Sft 0.0116 0.0721 115.30 102.38 108.84
b Aluminium fixed window Sft 0.0100 0.0619 99.40 87.90 93.65
c Aluminium Sliding door Sft 0.0107 0.0667 106.36 94.71 100.54
8 Common Work:
a Marble works Sft 0.0024 0.0152 23.86 21.58 22.72
b Main Gate Pcs 0.0001 0.0006 0.99 0.85 0.92
c Mortice type Door lock Pcs 0.0007 0.0040 6.96 5.68 6.32
Description of work Unit 0.00 Remarks
D) 3rd Floor
1 Brick Work:
a 10" Thick brick work (1:6) Cft 0.0160 0.0995 159.04 141.29 150.17
b 5" Thick brick work (1:4) Sft 0.2305 1.4302 2291.17 2030.88 2161.03
2 Plastering Work:
a 25 mm Thick Plaster (1:5) B/W (in side) Sft 0.4255 2.6424 4229.47 3752.21 3990.84
b 20 mm Thick Plaster (1:5) B/W (out side) Sft 0.1092 0.6774 1085.45 961.91 1023.68
c 20 mm Thick Plaster (1:4) on Concrete Sft 0.2054 1.2738 2041.68 1808.80 1925.24
3 Tiles Work:
a Tiles work in Lobby & Stair Sft 0.0148 0.0918 147.11 130.36 138.73
b Tiles work in Floor Sft 0.1224 0.7595 1216.66 1078.49 1147.57
c Tiles work in Skirting Sft 0.0146 0.0904 145.12 128.37 136.75
d Tiles work in Toilet Floor Sft 0.0136 0.0844 135.18 119.85 127.52
e Tiles work in Toilet wall Sft 0.0751 0.4664 746.49 662.29 704.39
4 Paint Work: 0.00 0.00 0.00
a Ceiling Sft 0.2054 1.2738 2041.68 1808.80 1925.24
b Wall Sft 0.4250 2.6390 4224.50 3747.38 3985.94
c Weather coat Sft 0.1092 0.6774 1085.45 961.91 1023.68
d Enamel Sft 0.0416 0.2581 413.50 366.50 390.00
e White washing Sft 0.0180 0.1121 178.92 159.18 169.05
f French Polish Sft 0.0303 0.1880 301.18 266.96 284.07
5 Door Frame & Door Shutter:
a Main Door Frame Rft 0.0018 0.0110 17.89 15.62 16.76
b Internal Door Frame Rft 0.0062 0.0384 61.63 54.53 58.08
c Main Door shutter Sft 0.0023 0.0140 22.86 19.88 21.37
d Flush Door shutter Sft 0.0085 0.0524 84.49 74.41 79.45
SI No
Per Total
Cons Area
Average
Per Floor Area
Average
Per Total
Cons Area
Average
Per Floor Area
Average
e Plastic door with Shutter Pcs 0.0006 0.0036 5.96 5.11 5.54
f Cat Door work Pcs 0.0005 0.0028 4.97 3.98 4.47
6 Grill Work:
a Window grill Sft 0.0151 0.0935 150.09 132.77 141.43
b Varandah safety grill Sft 0.0165 0.1022 164.01 145.12 154.57
c Varandah railing Sft 0.0092 0.0568 91.45 80.66 86.05
d Stair railing (Grill) Sft 0.0028 0.0174 27.83 24.71 26.27
e Stair hand rest Rft 0.0010 0.0062 9.94 8.80 9.37
7 Aluminium Work:
a Aluminium Sliding window Sft 0.0116 0.0721 115.30 102.38 108.84
b Aluminium fixed window Sft 0.0100 0.0619 99.40 87.90 93.65
c Aluminium Sliding door Sft 0.0107 0.0667 106.36 94.71 100.54
8 Common Work:
a Marble works Sft 0.0024 0.0152 23.86 21.58 22.72
b Main Gate Pcs 0.0001 0.0006 0.99 0.85 0.92
c Mortice type Door lock Pcs 0.0007 0.0040 6.96 5.68 6.32
Description of work Unit 0.00 Remarks
E) 4th Floor 0.00 0.00 0.00
1 Brick Work:
a 10" Thick brick work (1:6) Cft 0.0160 0.0995 159.04 141.29 150.17
b 5" Thick brick work (1:4) Sft 0.2305 1.4302 2291.17 2030.88 2161.03
2 Plastering Work:
a 25 mm Thick Plaster (1:5) B/W (in side) Sft 0.4255 2.6424 4229.47 3752.21 3990.84
b 20 mm Thick Plaster (1:5) B/W (out side) Sft 0.1092 0.6774 1085.45 961.91 1023.68
c 20 mm Thick Plaster (1:4) on Concrete Sft 0.2054 1.2738 2041.68 1808.80 1925.24
3 Tiles Work:
a Tiles work in Lobby & Stair Sft 0.0148 0.0918 147.11 130.36 138.73
b Tiles work in Floor Sft 0.1224 0.7595 1216.66 1078.49 1147.57
c Tiles work in Skirting Sft 0.0146 0.0904 145.12 128.37 136.75
d Tiles work in Toilet Floor Sft 0.0136 0.0844 135.18 119.85 127.52
e Tiles work in Toilet wall Sft 0.0751 0.4664 746.49 662.29 704.39
4 Paint Work: 0.00 0.00 0.00
a Ceiling Sft 0.2054 1.2738 2041.68 1808.80 1925.24
b Wall Sft 0.4250 2.6390 4224.50 3747.38 3985.94
c Weather coat Sft 0.1092 0.6774 1085.45 961.91 1023.68
d Enamel Sft 0.0416 0.2581 413.50 366.50 390.00
e White washing Sft 0.0180 0.1121 178.92 159.18 169.05
f French Polish Sft 0.0303 0.1880 301.18 266.96 284.07
5 Door Frame & Door Shutter:
a Main Door Frame Rft 0.0018 0.0110 17.89 15.62 16.76
b Internal Door Frame Rft 0.0062 0.0384 61.63 54.53 58.08
c Main Door shutter Sft 0.0023 0.0140 22.86 19.88 21.37
SI No
Per Total
Cons Area
Average
Per Floor Area
Average
Per Total
Cons Area
Average
Per Floor Area
Average
d Flush Door shutter Sft 0.0085 0.0524 84.49 74.41 79.45
e Plastic door with Shutter Pcs 0.0006 0.0036 5.96 5.11 5.54
f Cat Door work Pcs 0.0005 0.0028 4.97 3.98 4.47
6 Grill Work:
a Window grill Sft 0.0151 0.0935 150.09 132.77 141.43
b Varandah safety grill Sft 0.0165 0.1022 164.01 145.12 154.57
c Varandah railing Sft 0.0092 0.0568 91.45 80.66 86.05
d Stair railing (Grill) Sft 0.0028 0.0174 27.83 24.71 26.27
e Stair hand rest Rft 0.0010 0.0062 9.94 8.80 9.37
7 Aluminium Work:
a Aluminium Sliding window Sft 0.0116 0.0721 115.30 102.38 108.84
b Aluminium fixed window Sft 0.0100 0.0619 99.40 87.90 93.65
c Aluminium Sliding door Sft 0.0107 0.0667 106.36 94.71 100.54
8 Common Work:
a Marble works Sft 0.0024 0.0152 23.86 21.58 22.72
b Main Gate Pcs 0.0001 0.0006 0.99 0.85 0.92
c Mortice type Door lock Pcs 0.0007 0.0040 6.96 5.68 6.32
Description of work Unit 0.00 Remarks
F) 5th Floor 0.00 0.00 0.00
1 Brick Work:
a 10" Thick brick work (1:6) Cft 0.0160 0.0995 159.04 141.29 150.17
b 5" Thick brick work (1:4) Sft 0.2305 1.4302 2291.17 2030.88 2161.03
2 Plastering Work:
a 25 mm Thick Plaster (1:5) B/W (in side) Sft 0.4255 2.6424 4229.47 3752.21 3990.84
b 20 mm Thick Plaster (1:5) B/W (out side) Sft 0.1092 0.6774 1085.45 961.91 1023.68
c 20 mm Thick Plaster (1:4) on Concrete Sft 0.2054 1.2738 2041.68 1808.80 1925.24
3 Tiles Work:
a Tiles work in Lobby & Stair Sft 0.0148 0.0918 147.11 130.36 138.73
b Tiles work in Floor Sft 0.1224 0.7595 1216.66 1078.49 1147.57
c Tiles work in Skirting Sft 0.0146 0.0904 145.12 128.37 136.75
d Tiles work in Toilet Floor Sft 0.0136 0.0844 135.18 119.85 127.52
e Tiles work in Toilet wall Sft 0.0751 0.4664 746.49 662.29 704.39
4 Paint Work: 0.00 0.00 0.00
a Ceiling Sft 0.2054 1.2738 2041.68 1808.80 1925.24
b Wall Sft 0.4250 2.6390 4224.50 3747.38 3985.94
c Weather coat Sft 0.1092 0.6774 1085.45 961.91 1023.68
d Enamel Sft 0.0416 0.2581 413.50 366.50 390.00
e White washing Sft 0.0180 0.1121 178.92 159.18 169.05
f French Polish Sft 0.0303 0.1880 301.18 266.96 284.07
5 Door Frame & Door Shutter:
a Main Door Frame Rft 0.0018 0.0110 17.89 15.62 16.76
b Internal Door Frame Rft 0.0062 0.0384 61.63 54.53 58.08
SI No
Per Total
Cons Area
Average
Per Floor Area
Average
Per Total
Cons Area
Average
Per Floor Area
Average
c Main Door shutter Sft 0.0023 0.0140 22.86 19.88 21.37
d Flush Door shutter Sft 0.0085 0.0524 84.49 74.41 79.45
e Plastic door with Shutter Pcs 0.0006 0.0036 5.96 5.11 5.54
f Cat Door work Pcs 0.0005 0.0028 4.97 3.98 4.47
6 Grill Work:
a Window grill Sft 0.0151 0.0935 150.09 132.77 141.43
b Varandah safety grill Sft 0.0165 0.1022 164.01 145.12 154.57
c Varandah railing Sft 0.0092 0.0568 91.45 80.66 86.05
d Stair railing (Grill) Sft 0.0028 0.0174 27.83 24.71 26.27
e Stair hand rest Rft 0.0010 0.0062 9.94 8.80 9.37
7 Aluminium Work:
a Aluminium Sliding window Sft 0.0116 0.0721 115.30 102.38 108.84
b Aluminium fixed window Sft 0.0100 0.0619 99.40 87.90 93.65
c Aluminium Sliding door Sft 0.0107 0.0667 106.36 94.71 100.54
8 Common Work:
a Marble works Sft 0.0024 0.0152 23.86 21.58 22.72
b Main Gate Pcs 0.0001 0.0006 0.99 0.85 0.92
c Mortice type Door lock Pcs 0.0007 0.0040 6.96 5.68 6.32
Description of work Unit 0.00 Remarks
G) Top Floor 0.00 0.00 0.00
1 Brick Work:
a 10" Thick brick work (1:6) Cft 0.0050 0.0310 49.70 44.02 46.86
b 5" Thick brick work (1:4) Sft 0.0609 0.3779 605.35 536.62 570.98
2 Plastering Work:
a 25 mm Thick Plaster (1:5) B/W (in side) Sft 0.0626 0.3882 622.24 551.24 586.74
b 20 mm Thick Plaster (1:5) B/W (out side) Sft 0.1382 0.8573 1373.71 1217.37 1295.54
c 20 mm Thick Plaster (1:4) on Concrete Sft 0.0245 0.1518 243.53 215.56 229.54
3 Tiles Work:
a Tiles work in Lobby & Stair Sft 0.0005 0.0031 4.97 4.40 4.69
b Tiles work in Floor Sft 0.0101 0.0623 100.39 88.47 94.43
c Tiles work in Skirting Sft 0.0019 0.0118 18.89 16.76 17.82
d Tiles work in Toilet Floor Sft 0.0010 0.0059 9.94 8.38 9.16
e Tiles work in Toilet wall Sft 0.0056 0.0349 55.66 49.56 52.61
4 Paint Work: 0.00 0.00 0.00
a Ceiling Sft 0.0245 0.1518 243.53 215.56 229.54
b Wall Sft 0.0626 0.3882 622.24 551.24 586.74
c Weather coat Sft 0.1382 0.8573 1373.71 1217.37 1295.54
d Enamel Sft 0.0005 0.0031 4.97 4.40 4.69
e White washing Sft 0.0000 0.0000 0.00 0.00 0.00
f French Polish Sft 0.0000 0.0000 0.00 0.00 0.00
5 Door Frame & Door Shutter:
a MS Door Frame Pcs 0.0001 0.0006 0.99 0.85 0.92
SI No
Per Total
Cons Area
Average
Per Floor Area
Average
Per Total
Cons Area
Average
Per Floor Area
Average
b MS Door shutter Sft 0.0011 0.0068 10.93 9.66 10.30
c Plastic door Pcs 0.0000 0.0000 0.00 0.00 0.00
d Cat Door work Pcs 0.0000 0.0000 0.00 0.00 0.00
6 Grill Work:
a Window grill Sft 0.0000 0.0000 0.00 0.00 0.00
b Varandah safety grill Sft 0.0000 0.0000 0.00 0.00 0.00
c Varandah railing Sft 0.0000 0.0000 0.00 0.00 0.00
d Stair railing (Grill) Sft 0.0005 0.0030 4.97 4.26 4.62
e Stair hand rest Rft 0.0002 0.0012 1.99 1.70 1.85
7 Aluminium Work:
a Aluminium Sliding window Sft 0.0000 0.0000 0.00 0.00 0.00
b Aluminium fixed window Sft 0.0000 0.0000 0.00 0.00 0.00
c Aluminium Sliding door Sft 0.0000 0.0000 0.00 0.00 0.00
8 Common Work:
a Marble works Sft 0.0000 0.0000 0.00 0.00 0.00
b Main Door lock Pcs 0.0000 0.0000 0.00 0.00 0.00
c Mortice type Door lock Pcs 0.0000 0.0000 0.00 0.00 0.00
d Lime terracing (4" thick.) Cft. 0.0302 0.1876 300.19 266.39 283.29
e Ground Floor Decoration & Finishing Sft 0.1570 0.9752 1560.58 1384.78 1472.68
f Sft 0.0736 0.4551 731.58 646.24 688.91
g NCF in OHWT Sft 0.0293 0.1816 291.24 257.87 274.56
h False Ceiling with Gypsum board Sft 0.0299 0.1856 297.21 263.55 280.38
Roofing with Fibre glass sheet & MS Truss
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
Bill of Quantity (BOQ)
Name of the Project :
Location :
Nos of floor : 7 Nos
Nos of Flat : 6 Nos
Nos of Car Perking : 6 Nos
Completion Time : 27 Month
Per Floor Area : 1420 Sft
Total construction Area : 9940 Sft Date: 13 April, 2010
Description Unit Amount Per Sft Cost
A Sub-Structure Tk 1089320.00 109.59
B Super-Structure (Structure work) Tk 3870528.00 389.39
C Super-Structure (Finishing work) Tk 4788508.00 481.74
Total Civil work (A+B+C) Tk 9748356.00 980.72
Kaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
SI No
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
Bill of Quantity (BOQ)
Date: 13 April, 2010
Remarks
Kaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar,
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
Date: 13 April, 2010
Civil Contractor Bill
Description Unit Qty Rate Amount Remarks
1 Foundation Upto PL Sft 1420 70.00 99400.00
2 Ground Floor Sft 1420 113.00 160460.00
3 1st Floor Sft 1420 119.78 170087.60
4 2nd Floor Sft 1420 126.56 179715.20
5 3rd Floor Sft 1420 133.34 189342.80
6 4th Floor Sft 1420 140.12 198970.40
7 5th Floor Sft 1420 146.90 208598.00
8 6th Floor Sft 1420 153.68 218225.60
9 Top Floor Sft 1420 56.50 80230.00
TOTAL 1505029.60
Sl No
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
Bill of Quantity (BOQ)
Name of the Project : 0
Location :
Nos of floor : 7 Nos
Nos of Flat : 6 Nos
Nos of Car Perking : 6 Nos
Completion Time : 27 Month
Per Floor Area : 1420 Sft
Total construction Area : 9940 Sft Date: 13 April, 2010
Description Unit Amount Per Sft Cost Remarks
A Sub-Structure Tk 1089320.00 109.59
B Super-Structure (Structure work) Tk 3870528.00 389.39
C Super-Structure (Finishing work) Tk 4788508.00 481.74
Total Civil work (A+B+C) Tk 9748356.00 980.72
Kaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
SI No
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
Bill of Quantity (Civil Work)
A. Sub-Structure
Name of the Project : 0
Description of work Unit Quantity Rate Amount Remarks
1 Lay-out LS 1887.04 0.50 944.00
2 Earth Excavation Cft 9033.61 2.00 18067.00
3 Earth filling Cft 3011.32 1.00 3011.00
4 Sand filling Cft 3774.01 11.70 44156.00
5 3" thick C.C work (1:3:6) BC,MS Cft 194.97 124.64 24301.00
6 4" thick C.C work (1:2:4) BC,50% CS Cft 912.07 146.56 133672.00
7 Dressing & Leveling Sft 2485.14 1.00 2485.00
8 One Layer Brick flat soling Sft 2666.05 19.65 52388.00
9 Polythene sheel laying (Double layer) Sft 2653.55 3.25 8624.00
10 Pile boring Rft 0.00 0.00 0.00
11 R.C.C work :
a) Footing (1:1½:3) SC,50% CS Cft 1153.68 198.24 228705.00
b) Column upto PL (1:1½:3) SC,50% CS Cft 156.27 198.24 30979.00
c) Lift wall (1:1½:3) SC,50% CS Cft 50.48 198.24 10007.00
d) U.G.W.R (1:1½:3) BC,50% CS Cft 162.31 198.24 32176.00
e) Grade Beam (1:2:4) BC,50% CS Cft 182.83 156.05 28530.00
f) U.G.W.R Top Slab (1:2:4) BC,50% CS Cft 42.17 156.05 6581.00
g) Pile (1:1½:3) Shingless ,50% CS Cft 0.00 0.00 0.00
12 Re-Bar work (60 Grade)
a) Footing Kg 2100.68
b) Column upto PL Kg 1297.31
c) Lift wall Kg 184.25
d) U.G.W.R Kg 1139.65
e) Grade Beam Kg 1907.48
g) Pile Kg 0.00
Total (a+g) Kg 6629.36
in/c 3% wastage Kg 6828.24 62.90 429497.00
13 Form work (M+L)
a) Footing & C.C Sft 557.92
b) Column upto PL Sft 482.45
c) Lift wall Sft 97.41
d) U.G.W.R Sft 518.44
e) Grade Beam Sft 580.92
Total (a+e) Sft 2237.14 12.50 27964.00
14 12 mm Plaster with NCF (1:6) Sft 330.15 11.40 3764.00
15 Patent Stone with NCF Sft 75.83 12.50 948.00
16 PVC water stopper 10" Rft 25.21 100.00 2521.00
SI No
1089320.00
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
B. Super-Structure (Structure work)
Description of work Unit Quantity Rate Amount Remarks
X) R.C.C work :
A) Ground Floor
a) Column (1:1½:3) SC,50% CS Cft 157.34 198.24 31190.00
b) Lift wall (1:1½:3) SC,50% CS Cft 0.00 198.24 0.00
c) Beam (1:2:4) BC,50% CS Cft 193.05 144.16 27830.00
d) Slab (1:2:4) BC,50% CS Cft 658.88 144.16 94984.00
e) Stair (1:2:4) BC,50% CS Cft 48.56 144.16 7001.00
f) Lintel (1:2:4) BC, MS Cft 5.61 150.31 843.00
g) False Slab (1:2:4) BC, MS Cft 3.76 150.31 566.00
h) Sunshed & Drop wall (1:2:4) BC, MS Cft 3.76 150.31 566.00
Sub-Total (a+h)
B) First Floor
a) Column (1:1½:3) SC,50% CS Cft 149.95 199.49 29914.00
b) Lift wall (1:1½:3) SC,50% CS Cft 0.00 199.49 0.00
c) Beam (1:2:4) BC,50% CS Cft 197.74 145.41 28753.00
d) Slab (1:2:4) BC,50% CS Cft 658.88 145.41 95808.00
e) Stair (1:2:4) BC,50% CS Cft 48.56 145.41 7062.00
f) Lintel (1:2:4) BC, MS Cft 20.38 150.31 3063.00
g) False Slab (1:2:4) BC, MS Cft 36.49 150.31 5485.00
h) Sunshed & Drop wall (1:2:4) BC, MS Cft 30.89 150.31 4642.00
Sub-Total (a+h)
C) 2nd Floor
a) Column (1:1½:3) SC,50% CS Cft 149.95 199.49 29914.00
b) Lift wall (1:1½:3) SC,50% CS Cft 0.00 199.49 0.00
c) Beam (1:2:4) BC,50% CS Cft 197.74 145.41 28753.00
d) Slab (1:2:4) BC,50% CS Cft 658.88 145.41 95808.00
e) Stair (1:2:4) BC,50% CS Cft 48.56 145.41 7062.00
f) Lintel (1:2:4) BC, MS Cft 20.38 150.31 3063.00
g) False Slab (1:2:4) BC, MS Cft 36.49 150.31 5485.00
h) Sunshed & Drop wall (1:2:4) BC, MS Cft 30.89 150.31 4642.00
Sub-Total (a+h)
D) 3rd Floor
a) Column (1:1½:3) SC,50% CS Cft 149.95 199.49 29914.00
b) Lift wall (1:1½:3) SC,50% CS Cft 0.00 199.49 0.00
c) Beam (1:2:4) BC,50% CS Cft 197.74 145.41 28753.00
d) Slab (1:2:4) BC,50% CS Cft 658.88 145.41 95808.00
e) Stair (1:2:4) BC,50% CS Cft 48.56 145.41 7062.00
f) Lintel (1:2:4) BC, MS Cft 20.38 150.31 3063.00
g) False Slab (1:2:4) BC, MS Cft 36.49 150.31 5485.00
h) Sunshed & Drop wall (1:2:4) BC, MS Cft 30.89 150.31 4642.00
SI No
Sub-Total (a+h)
R.C.C work Sub-Total 687161.00
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
B. Super-Structure (Structure work)
Description of work Unit Quantity Rate Amount Remarks
E) 4th Floor BF= 687161.00
a) Column (1:1½:3) SC,50% CS Cft 149.95 199.49 29914.00
b) Lift wall (1:1½:3) SC,50% CS Cft 0.00 199.49 0.00
c) Beam (1:2:4) BC,50% CS Cft 197.74 145.41 28753.00
d) Slab (1:2:4) BC,50% CS Cft 658.88 145.41 95808.00
e) Stair (1:2:4) BC,50% CS Cft 48.56 145.41 7062.00
f) Lintel (1:2:4) BC, MS Cft 20.38 150.31 3063.00
g) False Slab (1:2:4) BC, MS Cft 36.49 150.31 5485.00
h) Sunshed & Drop wall (1:2:4) BC, MS Cft 30.89 150.31 4642.00
Sub-Total (a+h)
F) 5th Floor
a) Column (1:1½:3) SC,50% CS Cft 149.95 199.49 29914.00
b) Lift wall (1:1½:3) SC,50% CS Cft 0.00 199.49 0.00
c) Beam (1:2:4) BC,50% CS Cft 197.74 145.41 28753.00
d) Slab (1:2:4) BC,50% CS Cft 658.88 145.41 95808.00
e) Stair (1:2:4) BC,50% CS Cft 48.56 145.41 7062.00
f) Lintel (1:2:4) BC, MS Cft 20.38 150.31 3063.00
g) False Slab (1:2:4) BC, MS Cft 36.49 150.31 5485.00
h) Sunshed & Drop wall (1:2:4) BC, MS Cft 30.89 150.31 4642.00
Sub-Total (a+h)
G) 6th Floor
a) Column (1:1½:3) SC,50% CS Cft 149.95 199.49 29914.00
b) Lift wall (1:1½:3) SC,50% CS Cft 0.00 199.49 0.00
c) Beam (1:2:4) BC,50% CS Cft 197.74 145.41 28753.00
d) Slab (1:2:4) BC,50% CS Cft 658.88 145.41 95808.00
e) Stair (1:2:4) BC,50% CS Cft 48.56 145.41 7062.00
f) Lintel (1:2:4) BC, MS Cft 20.38 150.31 3063.00
g) False Slab (1:2:4) BC, MS Cft 36.49 150.31 5485.00
h) Sunshed & Drop wall (1:2:4) BC, MS Cft 30.89 150.31 4642.00
Sub-Total (a+h)
H) 7th Floor (Top Floor)
a) Column (1:1½:3) SC,50% CS Cft 30.96 199.49 6175.00
b) Lift M Room (1:1½:3) SC,50% CS Cft 54.39 199.49 10849.00
c) Beam (1:2:4) BC,50% CS Cft 0.00 145.41 0.00
d) Slab (1:1½:3) SC,50% CS Cft 0.00 145.41 0.00
e) Stair (1:2:4) BC,50% CS Cft 0.00 145.41 0.00
f) Lintel (1:2:4) BC, MS Cft 0.00 150.31 0.00
g) False Slab (1:2:4) BC, MS Cft 0.00 150.31 0.00
h) Sunshed & Drop wall (1:2:4) BC, MS Cft 0.00 150.31 0.00
SI No
j) OHWT (1:1½:3) BC,50% CS Cft 136.96 121.64 16660.00
Sub-Total (a+j)
R.C.C work Total 1245026.00
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
B. Super-Structure (Structure work)
Description of work Unit Quantity Rate Amount Remarks
Y) Re- bar work :
A) Ground Floor
a) Column (60 Grade) in/c 3% wastage Kg 1331.46 62.90 83749.00
b) Lift wall (60 Grade) in/c 3% wastage Kg 0.00 62.90 0.00
c) Beam (60 Grade) in/c 3% wastage Kg 1267.99 62.90 79757.00
d) Slab (60 Grade) in/c 3% wastage Kg 1904.15 62.90 119771.00
e) Stair (60 Grade) in/c 3% wastage Kg 182.61 62.90 11486.00
f) Lintel (60 Grade) in/c 3% wastage Kg 35.71 62.90 2246.00
g) False Slab (60 Grade) in/c 3% wastage Kg 22.37 62.90 1407.00
h) Sunshed & Drop wall (60 Grade) in/c 3% wastage Kg 23.43 62.90 1474.00
Sub-Total (a+h) Kg 4767.72
B) First Floor
a) Column (60 Grade) in/c 3% wastage Kg 1234.41 63.20 78014.00
b) Lift wall (60 Grade) in/c 3% wastage Kg 0.00 63.20 0.00
c) Beam (60 Grade) in/c 3% wastage Kg 1267.99 63.20 80137.00
d) Slab (60 Grade) in/c 3% wastage Kg 1904.15 63.20 120342.00
e) Stair (60 Grade) in/c 3% wastage Kg 182.61 63.20 11541.00
f) Lintel (60 Grade) in/c 3% wastage Kg 153.36 63.20 9692.00
g) False Slab (60 Grade) in/c 3% wastage Kg 132.98 63.20 8405.00
h) Sunshed & Drop wall (60 Grade) in/c 3% wastage Kg 114.38 63.20 7229.00
Sub-Total (a+h) Kg 4989.88
C) 2nd Floor
a) Column (60 Grade) in/c 3% wastage Kg 1146.37 63.20 72450.00
b) Lift wall (60 Grade) in/c 3% wastage Kg 0.00 63.20 0.00
c) Beam (60 Grade) in/c 3% wastage Kg 1267.99 63.20 80137.00
d) Slab (60 Grade) in/c 3% wastage Kg 1904.15 63.20 120342.00
e) Stair (60 Grade) in/c 3% wastage Kg 182.61 63.20 11541.00
f) Lintel (60 Grade) in/c 3% wastage Kg 153.36 63.20 9692.00
g) False Slab (60 Grade) in/c 3% wastage Kg 132.98 63.20 8405.00
h) Sunshed & Drop wall (60 Grade) in/c 3% wastage Kg 114.38 63.20 7229.00
Sub-Total (a+h) Kg 4901.84
D) 3rd Floor
a) Column (60 Grade) in/c 3% wastage Kg 1086.16 63.20 68645.00
b) Lift wall (60 Grade) in/c 3% wastage Kg 0.00 63.20 0.00
c) Beam (60 Grade) in/c 3% wastage Kg 1267.99 63.20 80137.00
d) Slab (60 Grade) in/c 3% wastage Kg 1904.15 63.20 120342.00
e) Stair (60 Grade) in/c 3% wastage Kg 182.61 63.20 11541.00
SI No
f) Lintel (60 Grade) in/c 3% wastage Kg 153.36 63.20 9692.00
g) False Slab (60 Grade) in/c 3% wastage Kg 132.98 63.20 8405.00
h) Sunshed & Drop wall (60 Grade) in/c 3% wastage Kg 114.38 63.20 7229.00
Sub-Total (a+h) Kg 4841.63
Re-Bar work Sub-Total 1231037.00
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
B. Super-Structure (Structure work)
Description of work Unit Quantity Rate Amount Remarks
E) 4th Floor BF= 1231037.00
a) Column (60 Grade) in/c 3% wastage Kg 1034.90 63.20 65405.00
b) Lift wall (60 Grade) in/c 3% wastage Kg 0.00 63.20 0.00
c) Beam (60 Grade) in/c 3% wastage Kg 1267.99 63.20 80137.00
d) Slab (60 Grade) in/c 3% wastage Kg 1904.15 63.20 120342.00
e) Stair (60 Grade) in/c 3% wastage Kg 182.61 63.20 11541.00
f) Lintel (60 Grade) in/c 3% wastage Kg 153.36 63.20 9692.00
g) False Slab (60 Grade) in/c 3% wastage Kg 132.98 63.20 8405.00
h) Sunshed & Drop wall (60 Grade) in/c 3% wastage Kg 114.38 63.20 7229.00
Sub-Total (a+h) Kg 4790.37
F) 5th Floor
a) Column (60 Grade) in/c 3% wastage Kg 1024.60 63.20 64755.00
b) Lift wall (60 Grade) in/c 3% wastage Kg 0.00 63.20 0.00
c) Beam (60 Grade) in/c 3% wastage Kg 1267.99 63.20 80137.00
d) Slab (60 Grade) in/c 3% wastage Kg 1904.15 63.20 120342.00
e) Stair (60 Grade) in/c 3% wastage Kg 182.61 63.20 11541.00
f) Lintel (60 Grade) in/c 3% wastage Kg 153.36 63.20 9692.00
g) False Slab (60 Grade) in/c 3% wastage Kg 132.98 63.20 8405.00
h) Sunshed & Drop wall (60 Grade) in/c 3% wastage Kg 114.38 63.20 7229.00
Sub-Total (a+h) Kg 4780.08
G) 6th Floor
a) Column (60 Grade) in/c 3% wastage Kg 250.06 63.20 15804.00
b) Lift wall (60 Grade) in/c 3% wastage Kg 0.00 63.20 0.00
c) Beam (60 Grade) in/c 3% wastage Kg 1267.99 63.20 80137.00
d) Slab (60 Grade) in/c 3% wastage Kg 1904.15 63.20 120342.00
e) Stair (60 Grade) in/c 3% wastage Kg 182.61 63.20 11541.00
f) Lintel (60 Grade) in/c 3% wastage Kg 153.36 63.20 9692.00
g) False Slab (60 Grade) in/c 3% wastage Kg 132.98 63.20 8405.00
h) Sunshed & Drop wall (60 Grade) in/c 3% wastage Kg 114.38 63.20 7229.00
Sub-Total (a+h) Kg 4005.54
H) Top Floor
a) Column (60 Grade) in/c 3% wastage Kg 177.86 63.20 11240.00
b) Lift M Room (60 Grade) in/c 3% wastage Kg 250.06 63.20 15804.00
c) Beam (60 Grade) in/c 3% wastage Kg 0.00 63.20 0.00
d) Slab (60 Grade) in/c 3% wastage Kg 0.00 63.20 0.00
e) Stair (60 Grade) in/c 3% wastage Kg 0.00 63.20 0.00
SI No
f) Lintel (60 Grade) in/c 3% wastage Kg 0.00 63.20 0.00
g) False Slab (60 Grade) in/c 3% wastage Kg 0.00 63.20 0.00
h) Sunshed & Drop wall (60 Grade) in/c 3% wastage Kg 0.00 63.20 0.00
i) OHWT (60 Grade) in/c 3% wastage Kg 628.21 63.20 39703.00
Sub-Total (a+i) Kg 1056.13
Re-Bar work Total 2155786.00
Total Re-Bar 40 Grade + 60 Grade in/c 3% wastage 40961.42
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
B. Super-Structure (Structure work)
Description of work Unit Quantity Rate Amount Remarks
Z) From work
A) Ground Floor
a) Column Sft 565.94
b) Lift wall Sft 0.00
c) Beam Sft 386.10
d) Slab Sft 1527.21
e) Stair Sft 150.73
f) Lintel Sft 38.20
g) False Slab Sft 16.69
h) Sunshed & Drop wall Sft 32.59
Sub-Total (a+h) Sft 2717.45 20.00 54349.00
B) First Floor
a) Column Sft 553.66
b) Lift wall Sft 0.00
c) Beam Sft 393.91
d) Slab Sft 1527.21
e) Stair Sft 150.73
f) Lintel Sft 95.85
g) False Slab Sft 139.59
h) Sunshed & Drop wall Sft 174.31
Sub-Total (a+h) Sft 3035.25 22.00 66776.00
C) 2nd Floor
a) Column Sft 553.66
b) Lift wall Sft 0.00
c) Beam Sft 393.91
d) Slab Sft 1527.21
e) Stair Sft 150.73
f) Lintel Sft 95.85
g) False Slab Sft 139.59
h) Sunshed & Drop wall Sft 174.31
Sub-Total (a+h) Sft 3035.25 22.00 66776.00
D) 3rd Floor
a) Column Sft 553.66
b) Lift wall Sft 0.00
c) Beam Sft 393.91
SI No
d) Slab Sft 1527.21
e) Stair Sft 150.73
f) Lintel Sft 95.85
g) False Slab Sft 139.59
h) Sunshed & Drop wall Sft 174.31
Sub-Total (a+h) Sft 3035.25 22.00 66776.00
From work Sub-Total 254677.00
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
B. Super-Structure (Structure work)
Description of work Unit Quantity Rate Amount Remarks
E) 4th Floor BF= 254677.00
a) Column Sft 553.66
b) Lift wall Sft 0.00
c) Beam Sft 393.91
d) Slab Sft 1527.21
e) Stair Sft 150.73
f) Lintel Sft 95.85
g) False Slab Sft 139.59
h) Sunshed & Drop wall Sft 174.31
Sub-Total (a+h) Sft 3035.25 22.00 66776.00
F) 5th Floor
a) Column Sft 553.66
b) Lift wall Sft 0.00
c) Beam Sft 393.91
d) Slab Sft 1527.21
e) Stair Sft 150.73
f) Lintel Sft 95.85
g) False Slab Sft 139.59
h) Sunshed & Drop wall Sft 174.31
Sub-Total (a+h) Sft 3035.25 22.00 66776.00
G) 6th Floor
a) Column Sft 553.66
b) Lift wall Sft 0.00
c) Beam Sft 393.91
d) Slab Sft 1527.21
e) Stair Sft 150.73
f) Lintel Sft 95.85
g) False Slab Sft 139.59
h) Sunshed & Drop wall Sft 174.31
Sub-Total (a+h) Sft 3035.25 22.00 66776.00
H) Top Floor
a) Column Sft 116.01
b) Lift M Room Sft 141.36
c) Beam Sft 0.00
SI No
d) Slab Sft 0.00
e) Stair Sft 0.00
f) Lintel Sft 0.00
g) False Slab Sft 0.00
h) Sunshed & Drop wall Sft 0.00
i) OHWT Sft 411.30
Sub-Total (a+i) Sft 668.68 22.00 14711.00
From work Total 469716.00
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
C. Super-Structure (Finishing work)
Description of work Unit Quantity Rate Amount Remarks
A) Ground Floor
1 10" Thick brick work (1:6) Cft 13.84 97.06 1344.00
2 5" Thick brick work (1:4) Sft 892.54 47.16 42092.00
3 25 mm Thick Plaster (1:5) B/W (in side) Sft 1784.87 11.28 20133.00
4 20 mm Thick Plaster (1:5) B/W (out side) Sft 2274.98 9.79 22272.00
5 20 mm Thick Plaster (1:4) on Concrete Sft 2581.77 10.71 27651.00
6 Tiles work in Lobby & Stair Sft 150.02 132.38 19860.00
7 Tiles work in Floor Sft 0.00 83.03 0.00
8 Tiles work in Skirting Sft 0.00 83.03 0.00
9 Tiles work in Toilet Floor Sft 0.00 83.03 0.00
10 Tiles work in Toilet wall Sft 0.00 61.66 0.00
11 Paint work 0.00
a Ceiling Sft 2581.77 7.90 20396.00
b Wall Sft 1784.87 7.90 14100.00
c Weather coat Sft 2274.98 7.73 17586.00
d Enamel Sft 16.97 5.50 93.00
12 White washing Sft 0.00 0.72 0.00
13 French Polish Sft 0.00 18.00 0.00
14 Main Door Frame Rft 0.00 574.50 0.00
15 Internal Door Frame Rft 31.95 574.50 18355.00
16 Main Door shutter Sft 0.00 500.00 0.00
17 Flush Door shutter Sft 31.88 164.00 5228.00
18 Plastic door Pcs 1.85 3600.00 6646.00
19 Window grill Sft 34.51 100.50 3468.00
20 Varandah safety grill Sft 0.00 100.50 0.00
21 Varandah railing Sft 0.00 170.50 0.00
22 Stair railing (Grill) Sft 26.27 171.40 4503.00
SI No
23 Stair hand rest Rft 9.37 258.75 2425.00
24 Aluminium Sliding window Sft 0.00 253.00 0.00
25 Aluminium fixed window Sft 34.51 253.00 8730.00
26 Aluminium Sliding door Sft 0.00 253.00 0.00
27 Cat Door work Pcs 1.85 800.00 1477.00
28 Marble works Sft 53.61 370.00 19834.00
29 Main Gate Sft 50.41 250.00 12603.00
30 Mortice type Door lock Pcs 1.85 450.00 831.00
Sub-Total Ground Floor 269627.00
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
C. Super-Structure (Finishing work)
Description of work Unit Quantity Rate Amount Remarks
B) First Floor
1 10" Thick brick work (1:6) Cft 150.17 97.76 14680.00
2 5" Thick brick work (1:4) Sft 2161.03 47.66 102995.00
3 25 mm Thick Plaster (1:5) B/W (in side) Sft 3990.84 11.78 47012.00
4 20 mm Thick Plaster (1:5) B/W (out side) Sft 1023.68 10.39 10636.00
5 20 mm Thick Plaster (1:4) on Concrete Sft 1925.24 11.21 21582.00
6 Tiles work in Lobby & Stair Sft 138.73 132.38 18366.00
7 Tiles work in Floor Sft 1147.57 83.03 95283.00
8 Tiles work in Skirting Sft 136.75 83.03 11354.00
9 Tiles work in Toilet Floor Sft 127.52 83.03 10588.00
10 Tiles work in Toilet wall Sft 704.39 61.66 43433.00
11 Paint work 0.00
a Ceiling Sft 1925.24 7.90 15209.00
b Wall Sft 3985.94 7.90 31489.00
c Weather coat Sft 1023.68 7.73 7913.00
d Enamel Sft 390.00 5.50 2145.00
12 White washing Sft 169.05 0.72 122.00
13 French Polish Sft 284.07 18.00 5113.00
14 Main Door Frame Rft 17.75 574.50 10197.00
15 Internal Door Frame Rft 134.91 574.50 77506.00
16 Main Door shutter Sft 23.36 500.00 11680.00
17 Flush Door shutter Sft 138.44 164.00 22704.00
18 Plastic door Pcs 2.00 3600.00 7200.00
19 Window grill Sft 141.43 100.50 14214.00
20 Varandah safety grill Sft 154.57 100.50 15534.00
21 Varandah railing Sft 86.05 170.50 14672.00
SI No
22 Stair railing (Grill) Sft 26.27 171.40 4503.00
23 Stair hand rest Rft 9.37 258.75 2425.00
24 Aluminium Sliding window Sft 108.84 253.00 27537.00
25 Aluminium fixed window Sft 93.65 253.00 23693.00
26 Aluminium Sliding door Sft 100.54 253.00 25436.00
27 Cat Door work Pcs 4.47 800.00 3578.00
28 Marble works Sft 22.72 370.00 8406.00
29 Main Door lock Pcs 0.92 2500.00 2308.00
30 Mortice type Door lock Pcs 6.32 450.00 2844.00
Sub-Total 1st Floor 712357.00
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
C. Super-Structure (Finishing work)
Description of work Unit Quantity Rate Amount Remarks
C) 2nd Floor
1 10" Thick brick work (1:6) Cft 150.17 97.76 14680.00
2 5" Thick brick work (1:4) Sft 2161.03 47.66 102995.00
3 25 mm Thick Plaster (1:5) B/W (in side) Sft 3990.84 11.78 47012.00
4 20 mm Thick Plaster (1:5) B/W (out side) Sft 1023.68 10.39 10636.00
5 20 mm Thick Plaster (1:4) on Concrete Sft 1925.24 11.21 21582.00
6 Tiles work in Lobby & Stair Sft 138.73 132.38 18366.00
7 Tiles work in Floor Sft 1147.57 83.03 95283.00
8 Tiles work in Skirting Sft 136.75 83.03 11354.00
9 Tiles work in Toilet Floor Sft 127.52 83.03 10588.00
10 Tiles work in Toilet wall Sft 704.39 61.66 43433.00
11 Paint work
a Ceiling Sft 1925.24 7.90 15209.00
b Wall Sft 3985.94 7.90 31489.00
c Weather coat Sft 1023.68 7.73 7913.00
d Enamel Sft 390.00 5.50 2145.00
12 White washing Sft 169.05 0.72 122.00
13 French Polish Sft 284.07 18.00 5113.00
14 Main Door Frame Rft 17.75 574.50 10197.00
15 Internal Door Frame Rft 134.91 574.50 77506.00
16 Main Door shutter Sft 23.36 500.00 11680.00
17 Flush Door shutter Sft 138.44 164.00 22704.00
18 Plastic door Pcs 2.00 3600.00 7200.00
19 Window grill Sft 141.43 100.50 14214.00
20 Varandah safety grill Sft 154.57 100.50 15534.00
SI No
21 Varandah railing Sft 86.05 170.50 14672.00
22 Stair railing (Grill) Sft 26.27 171.40 4503.00
23 Stair hand rest Rft 9.37 258.75 2425.00
24 Aluminium Sliding window Sft 108.84 253.00 27537.00
25 Aluminium fixed window Sft 93.65 253.00 23693.00
26 Aluminium Sliding door Sft 100.54 253.00 25436.00
27 Cat Door work Pcs 4.47 800.00 3578.00
28 Marble works Sft 22.72 370.00 8406.00
29 Main Door lock Pcs 0.92 2500.00 2308.00
30 Mortice type Door lock Pcs 6.32 450.00 2844.00
Sub-Total 2nd Floor 712357.00
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
C. Super-Structure (Finishing work)
Description of work Unit Quantity Rate Amount Remarks
D) 3rd Floor
1 10" Thick brick work (1:6) Cft 150.17 97.76 14680.00
2 5" Thick brick work (1:4) Sft 2161.03 47.66 102995.00
3 25 mm Thick Plaster (1:5) B/W (in side) Sft 3990.84 11.78 47012.00
4 20 mm Thick Plaster (1:5) B/W (out side) Sft 1023.68 10.39 10636.00
5 20 mm Thick Plaster (1:4) on Concrete Sft 1925.24 11.21 21582.00
6 Tiles work in Lobby & Stair Sft 138.73 132.38 18366.00
7 Tiles work in Floor Sft 1147.57 83.03 95283.00
8 Tiles work in Skirting Sft 136.75 83.03 11354.00
9 Tiles work in Toilet Floor Sft 127.52 83.03 10588.00
10 Tiles work in Toilet wall Sft 704.39 61.66 43433.00
11 Paint work
a Ceiling Sft 1925.24 7.90 15209.00
b Wall Sft 3985.94 7.90 31489.00
c Weather coat Sft 1023.68 7.73 7913.00
d Enamel Sft 390.00 5.50 2145.00
12 White washing Sft 169.05 0.72 122.00
13 French Polish Sft 284.07 18.00 5113.00
14 Main Door Frame Rft 17.75 574.50 10197.00
15 Internal Door Frame Rft 134.91 574.50 77506.00
16 Main Door shutter Sft 23.36 500.00 11680.00
17 Flush Door shutter Sft 138.44 164.00 22704.00
18 Plastic door Pcs 2.00 3600.00 7200.00
19 Window grill Sft 141.43 100.50 14214.00
SI No
20 Varandah safety grill Sft 154.57 100.50 15534.00
21 Varandah railing Sft 86.05 170.50 14672.00
22 Stair railing (Grill) Sft 26.27 171.40 4503.00
23 Stair hand rest Rft 9.37 258.75 2425.00
24 Aluminium Sliding window Sft 108.84 253.00 27537.00
25 Aluminium fixed window Sft 93.65 253.00 23693.00
26 Aluminium Sliding door Sft 100.54 253.00 25436.00
27 Cat Door work Pcs 4.47 800.00 3578.00
28 Marble works Sft 22.72 370.00 8406.00
29 Main Door lock Pcs 0.92 2500.00 2308.00
30 Mortice type Door lock Pcs 6.32 450.00 2844.00
Sub-Total 3rd Floor 712357.00
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
C. Super-Structure (Finishing work)
Description of work Unit Quantity Rate Amount Remarks
E) 4th Floor
1 10" Thick brick work (1:6) Cft 150.17 97.76 14680.00
2 5" Thick brick work (1:4) Sft 2161.03 47.66 102995.00
3 25 mm Thick Plaster (1:5) B/W (in side) Sft 3990.84 11.78 47012.00
4 20 mm Thick Plaster (1:5) B/W (out side) Sft 1023.68 10.39 10636.00
5 20 mm Thick Plaster (1:4) on Concrete Sft 1925.24 11.21 21582.00
6 Tiles work in Lobby & Stair Sft 138.73 132.38 18366.00
7 Tiles work in Floor Sft 1147.57 83.03 95283.00
8 Tiles work in Skirting Sft 136.75 83.03 11354.00
9 Tiles work in Toilet Floor Sft 127.52 83.03 10588.00
10 Tiles work in Toilet wall Sft 704.39 61.66 43433.00
11 Paint work
a Ceiling Sft 1925.24 7.90 15209.00
b Wall Sft 3985.94 7.90 31489.00
c Weather coat Sft 1023.68 7.73 7913.00
d Enamel Sft 390.00 5.50 2145.00
12 White washing Sft 169.05 0.72 122.00
13 French Polish Sft 284.07 18.00 5113.00
14 Main Door Frame Rft 17.75 574.50 10197.00
15 Internal Door Frame Rft 134.91 574.50 77506.00
16 Main Door shutter Sft 23.36 500.00 11680.00
17 Flush Door shutter Sft 138.44 164.00 22704.00
18 Plastic door Pcs 2.00 3600.00 7200.00
SI No
19 Window grill Sft 141.43 100.50 14214.00
20 Varandah safety grill Sft 154.57 100.50 15534.00
21 Varandah railing Sft 86.05 170.50 14672.00
22 Stair railing (Grill) Sft 26.27 171.40 4503.00
23 Stair hand rest Rft 9.37 258.75 2425.00
24 Aluminium Sliding window Sft 108.84 253.00 27537.00
25 Aluminium fixed window Sft 93.65 253.00 23693.00
26 Aluminium Sliding door Sft 100.54 253.00 25436.00
27 Cat Door work Pcs 4.47 800.00 3578.00
28 Marble works Sft 22.72 370.00 8406.00
29 Main Door lock Pcs 0.92 2500.00 2308.00
30 Mortice type Door lock Pcs 6.32 450.00 2844.00
Sub-Total 4th Floor 712357.00
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
C. Super-Structure (Finishing work)
Description of work Unit Quantity Rate Amount Remarks
F) 5th Floor
1 10" Thick brick work (1:6) Cft 150.17 97.76 14680.00
2 5" Thick brick work (1:4) Sft 2161.03 47.66 102995.00
3 25 mm Thick Plaster (1:5) B/W (in side) Sft 3990.84 11.78 47012.00
4 20 mm Thick Plaster (1:5) B/W (out side) Sft 1023.68 10.39 10636.00
5 20 mm Thick Plaster (1:4) on Concrete Sft 1925.24 11.21 21582.00
6 Tiles work in Lobby & Stair Sft 138.73 132.38 18366.00
7 Tiles work in Floor Sft 1147.57 83.03 95283.00
8 Tiles work in Skirting Sft 136.75 83.03 11354.00
9 Tiles work in Toilet Floor Sft 127.52 83.03 10588.00
10 Tiles work in Toilet wall Sft 704.39 61.66 43433.00
11 Paint work
a Ceiling Sft 1925.24 7.90 15209.00
b Wall Sft 3985.94 7.90 31489.00
c Weather coat Sft 1023.68 7.73 7913.00
d Enamel Sft 390.00 5.50 2145.00
12 White washing Sft 169.05 0.72 122.00
13 French Polish Sft 284.07 18.00 5113.00
14 Main Door Frame Rft 17.75 574.50 10197.00
15 Internal Door Frame Rft 134.91 574.50 77506.00
16 Main Door shutter Sft 23.36 500.00 11680.00
17 Flush Door shutter Sft 138.44 164.00 22704.00
SI No
18 Plastic door Pcs 2.00 3600.00 7200.00
19 Window grill Sft 141.43 100.50 14214.00
20 Varandah safety grill Sft 154.57 100.50 15534.00
21 Varandah railing Sft 86.05 170.50 14672.00
22 Stair railing (Grill) Sft 26.27 171.40 4503.00
23 Stair hand rest Rft 9.37 258.75 2425.00
24 Aluminium Sliding window Sft 108.84 253.00 27537.00
25 Aluminium fixed window Sft 93.65 253.00 23693.00
26 Aluminium Sliding door Sft 100.54 253.00 25436.00
27 Cat Door work Pcs 4.47 800.00 3578.00
28 Marble works Sft 22.72 370.00 8406.00
29 Main Door lock Pcs 0.92 2500.00 2308.00
30 Mortice type Door lock Pcs 6.32 450.00 2844.00
Sub-Total 5th Floor 712357.00
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
C. Super-Structure (Finishing work)
Description of work Unit Quantity Rate Amount Remarks
G) 6th Floor
1 10" Thick brick work (1:6) Cft 150.17 97.76 14680.00
2 5" Thick brick work (1:4) Sft 2161.03 47.66 102995.00
3 25 mm Thick Plaster (1:5) B/W (in side) Sft 3990.84 11.78 47012.00
4 20 mm Thick Plaster (1:5) B/W (out side) Sft 1023.68 10.39 10636.00
5 20 mm Thick Plaster (1:4) on Concrete Sft 1925.24 11.21 21582.00
6 Tiles work in Lobby & Stair Sft 138.73 132.38 18366.00
7 Tiles work in Floor Sft 1147.57 83.03 95283.00
8 Tiles work in Skirting Sft 136.75 83.03 11354.00
9 Tiles work in Toilet Floor Sft 127.52 83.03 10588.00
10 Tiles work in Toilet wall Sft 704.39 61.66 43433.00
11 Paint work
a Ceiling Sft 1925.24 7.90 15209.00
b Wall Sft 3985.94 7.90 31489.00
c Weather coat Sft 1023.68 7.73 7913.00
d Enamel Sft 390.00 5.50 2145.00
12 White washing Sft 169.05 0.72 122.00
13 French Polish Sft 284.07 18.00 5113.00
14 Main Door Frame Rft 17.75 574.50 10197.00
15 Internal Door Frame Rft 134.91 574.50 77506.00
16 Main Door shutter Sft 23.36 500.00 11680.00
SI No
17 Flush Door shutter Sft 138.44 164.00 22704.00
18 Plastic door Pcs 2.00 3600.00 7200.00
19 Window grill Sft 141.43 100.50 14214.00
20 Varandah safety grill Sft 154.57 100.50 15534.00
21 Varandah railing Sft 86.05 170.50 14672.00
22 Stair railing (Grill) Sft 26.27 171.40 4503.00
23 Stair hand rest Rft 9.37 258.75 2425.00
24 Aluminium Sliding window Sft 108.84 253.00 27537.00
25 Aluminium fixed window Sft 93.65 253.00 23693.00
26 Aluminium Sliding door Sft 100.54 253.00 25436.00
27 Cat Door work Pcs 4.47 800.00 3578.00
28 Marble works Sft 22.72 370.00 8406.00
29 Main Door lock Pcs 0.92 2500.00 2308.00
30 Mortice type Door lock Pcs 6.32 450.00 2844.00
Sub-Total 5th Floor 712357.00
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
C. Super-Structure (Finishing work)
Description of work Unit Quantity Rate Amount Remarks
H) Top Floor
1 10" Thick brick work (1:6) Cft 46.86 97.76 4581.00
2 5" Thick brick work (1:4) Sft 570.98 47.66 27213.00
3 25 mm Thick Plaster (1:5) B/W (in side) Sft 586.74 11.78 6912.00
4 20 mm Thick Plaster (1:5) B/W (out side) Sft 1295.54 10.39 13461.00
5 20 mm Thick Plaster (1:4) on Concrete Sft 229.54 11.21 2573.00
6 Tiles work in Lobby & Stair Sft 4.69 132.38 620.00
7 Tiles work in Floor Sft 94.43 83.03 7841.00
8 Tiles work in Skirting Sft 17.82 83.03 1480.00
9 Tiles work in Toilet Floor Sft 9.16 83.03 760.00
10 Tiles work in Toilet wall Sft 52.61 61.66 3244.00
11 Paint work
a Ceiling Sft 229.54 7.90 1813.00
b Wall Sft 586.74 7.90 4635.00
c Weather coat Sft 1295.54 7.73 10015.00
d Enamel Sft 4.69 5.50 26.00
12 White washing Sft 0.00 0.72 0.00
13 French Polish Sft 0.00 18.00 0.00
14 MS Door Frame Pcs 0.92 1250.00 1154.00
15 MS Door shutter Sft 10.30 105.00 1081.00
16 Plastic door Pcs 0.00 3600.00 0.00
17 Window grill Sft 0.00 100.50 0.00
18 Varandah safety grill Sft 0.00 100.50 0.00
19 Varandah railing Sft 0.00 170.50 0.00
SI No
20 Stair railing (Grill) Sft 4.62 171.40 791.00
21 Stair hand rest Rft 1.85 258.75 478.00
22 Aluminium Sliding window Sft 0.00 253.00 0.00
23 Aluminium fixed window Sft 0.00 253.00 0.00
24 Aluminium Sliding door Sft 0.00 253.00 0.00
25 Cat Door work Pcs 0.00 800.00 0.00
26 Marble works Sft 0.00 370.00 0.00
27 Main Door lock Pcs 0.00 2500.00 0.00
28 Mortice type Door lock Pcs 0.00 450.00 0.00
29 Lime terracing (4" thick.) Cft. 283.29 95.95 27182.00
30 Ground Floor Decoration & Finishing work Sft 1472.68 40.00 58907.00
31 Roofing with Fibre glass sheet & MS Truss Sft 688.91 75.00 51668.00
32 12 mm Thick Plaster (1:4) with NCF in OHWT Sft 274.56 10.50 2883.00
33 False Ceiling with Gypsum board & Aluminium Sft 280.38 55.00 15421.00
Sub-Total Top Floor 244739.00
A Sub-Structure Total Amount 1089320.00
B Super-Structure (Structure work) Total Amount 3870528.00
C Super-Structure (Finishing work) Total Amount 4788508.00
Grand Total Civil work (A+B+C) 9748356.00
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
Name of the Project : 0
FOUNDATION UPTO PL
Total Quantity Material Consumption
Description Unit
1 Single layer brick flat soling Sft. 2666.05 7998.15 133.30
2 One layer polythene Sft. 2666.00
3 (a) C.C Work BC,50%,CS 3"thick Cft 194.97 24.37 46.79 46.79 1754.69
3 (b) C.C Work BC,50%,CS 4"thick Cft 912.07 164.17 205.21 205.21 7843.77
3 R. C. C. casting work
a) Column upto PL (1:1½:3),SC 100%,CS Cft. 156.27 34.38 64.07 128.14
b) Footing (1:1½:3),SC 50%,CS Cft. 1153.68 253.81 236.50 236.50 946.02
c) UGWR (1:1½:3),BC 50%,CS Cft. 162.31 35.71 33.27 33.27 1330.91
d) U.G.W.R Top Slab (1:2:4) BC,50% CS Cft. 42.17 7.59 9.49 9.49 362.70
e) Lift core (1:1½:3),SC 50%,CS Cft. 50.48 11.11 10.35 10.35 41.39
f) Grade Beam (1:2:4),BC 50%,CS Cft. 182.83 32.91 41.14 41.14 1572.29
4 Reinforcement work
a) Column upto PL (60 Grade) Kg 1336.23 1336.23
b) Footing (60 Grade) Kg 2163.70 2163.70
c) UGWR (60 Grade) Kg 1173.84 1173.84
d) Lift core (60 Grade) Kg 189.77 189.77
e) Grade beam (60 Grade) Kg 1964.70 1964.70
5 Plaster with padlo (UGWR) Sft. 0.00 0.00 0.00
6 Sand filling
a) Plinth Cft. 3774.01
b) Foundation, Lift pit & UGWR Cft. 0.00
Total : Cft. 3774.01 3774.01
7 PVC water stopper 8" Rft 25.21
8 10" to 20" Thik. Brick work
a) On top of Grade beam (1:6) Cft. 0.00
b) Brick footing (1:6) Cft. 0.00
Total : Cft. 0.00 0.00 0.00 0.00
12 Patent Stone (UGWR) 1½" Sft. 75.83 1.71 2.13 2.13 81.52
13 Rough Plaster (L.S.) Sft. 0.00 0.00 0.00
566.00 649.00 585.00 1116.00 7998.00 12946.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6828.00 0.00 3907.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Item no.
Total Quantity
Grey Cement
Bag
Sylhet Sand
Cft
Local Sand
Cft
Stone
Chips Cft
1st Class Bricks
Pcs
1st Class Picket
Pcs
White
cement
Bag
Glazed Wall Tiles
N.G.H Floor
Tiles
Plastic paint
Liter
Chalk powder
Kg
Snow cem
Kg
Door frame
Rft
Iternal Door
frame Rft
Alumin ium
Sft
MS Rod (60 G)
Kg
MS Rod (40 G)
Kg
Vity Sand
Cft
Window Grill
Sft
Varandah safety
grill Sft
Varandah railing Sft
Stair railing (Grill)
Sft
Stair hand
rest Rft
Marble
works
Sft
Main Door lock
Pcs
GROUND FLOOR
Total Quantity Material Consumption
Description Unit
1 R. C. C. casting work
a) Column (1:1½:3),SC 100%,CS Cft. 157.34 34.61 64.51 129.02
b) Beam (1:2:4),BC 50%,CS Cft. 193.05 34.75 43.44 43.44 1660.22
c) Slab (1:2:4),BC 50%,CS Cft. 658.88 118.60 148.25 148.25 5666.37
d) Stair (1:2:4),BC 50%,CS Cft. 48.56 8.74 10.93 10.93 417.65
2 R. C. C. casting work
a) Cft. 13.14 2.36 5.91 112.96
3 Reinforcement work
a) Column (60 Grade) Kg 1331.46 1331.46
b) Beam (60 Grade) Kg 1267.99 1267.99
c) Slab (40 Grade) Kg 1904.15 1904.15
d) Stair (40 Grade) Kg 182.61 182.61
Kg 81.51 81.51
4 10" thick brick work (1:6) Cft 13.84 0.55 4.98 159.22
5 5" Thick brick work (1:4) Sft 892.54 23.21 151.73 4462.71
6 25 mm thick Plaster on B/W in Side (1:5) Sft 1784.87 29.81 185.98
7 20 mm thick Plaster on B/W out Side (1:5) Sft 2274.98 28.44 177.68
8 20 mm thick Plaster on R.C.C. (1:4) Sft 2581.77 38.73 193.63
9 Tiles work in Lobby & Stair {Moter 1" (1:3)} Sft 150.02 3.75 14.06 0.15 157.52
10 Tiles work in Floor {Moter 1" (1:3)} Sft 0.00 0.00 0.00 0.00 0.00
11 Tiles work in Skirting {Moter ¾"(1:2)} Sft 0.00 0.00 0.00 0.00 0.00
12 Tiles work in Toilet Floor {Moter 1" (1:3)} Sft 0.00 0.00 0.00 0.00 0.00
13 Tiles work in Toilet wall {Moter ¾"(1:2)} Sft 0.00 0.00 0.00 0.00 0.00
14 Paint work (Plastic)
15 Ceiling Sft 2581.77 2581.77
16 Wall Sft 1784.87 1784.87
17 Weather coat Sft 2274.98 2274.98
18 Enamel Sft 16.97
19 White washing Sft 0.00
20 French Polish Sft 0.00
21 Main Door Frame (1:1½:3),BC 100%,CS Rft 0.00 0.00 0.00 0.00 0.00 0.00
22 Internal Door Frame (1:1½:3),BC 100%,CS Rft 31.95 0.52 0.48 0.48 1.94 31.95
23 Main Door shutter Sft 0.00
24 Flush Door shutter Sft 31.88
25 Plastic door Pcs 1.85
26 Window grill (1:1½:3),BC 100%,CS Sft 34.51 0.56 0.52 0.52 2.09 34.51
27 Varandah safety grill (1:1½:3),BC 100%,CS Sft 0.00 0.00 0.00 0.00 0.00 0.00
28 Varandah railing (1:1½:3),BC 100%,CS Sft 0.00 0.00 0.00 0.00 0.00 0.00
29 Stair railing (Grill) (1:1½:3),BC 100%,CS Sft 26.27 0.43 0.40 0.40 1.59 26.27
30 Stair hand rest Rft 9.37 9.37
31 Aluminium Sliding window Sft 0.00 0.00
32 Aluminium fixed window Sft 34.51 34.51
33 Aluminium Sliding door Sft 0.00 0.00
34 Cat Door work Pcs 1.85 0.03 0.03 0.03 0.11 1.85
35 Marble works Sft 53.61 1.34 5.02 53.61
36 Main Gate (1:1½:3),BC 100%,CS Sft 50.41 0.82 0.76 0.76 3.06
37 Mortice type Door lock Pcs 1.85
38 D.P.C. 3" Thick Rft. 0.00 0.00 0.00 0.00 0.00
39 Column guard of m.s. angle Rft. 0.00
40 MS steel gate at sub-station Nos. 2.00 0.03 0.03 0.03
327.00 269.00 944.00 129.00 4622.00 7866.00 0.00 0.00 158.00 4367.00 2.00 2275.00 0.00 32.00 35.00 2599.00 2168.00 0.00 35.00 0.00 0.00 26.00 9.00 54.00 0.00
Item no.
Total Quantity
Grey
Cement
Bag
Sylhet
Sand Cft
Local Sand
Cft
Stone
Chips Cft
1st Class Bricks Pcs
1st Class Picket Pcs
White
cement
Bag
Glazed Wall Tiles
N.G.H Floor
Tiles
Plastic paint Sft
Cat
Door
Pcs
Weather coat
Sft
Main Door
frame Rft
Iternal Door
frame Rft
Alumin ium
Sft
MS Rod (60 G)
Kg
MS Rod (40 G)
Kg
Vity Sand
Cft
Window Grill
Sft
Varandah safety
grill Sft
Varandah railing Sft
Stair railing (Grill)
Sft
Stair hand
rest Rft
Marble
works
Sft
Main Door lock
Pcs
Lintel False Slab Sunshade Drop Wall (1:2:4),BC ,MS
Lintel False Slab Sunshade Drop Wall (40 Grade)
TYPICAL FLOOR
Total Quantity Material Consumption
Description Unit
1 R. C. C. casting work
a) Column (1:1½:3),SC 100%,CS Cft. 149.95 32.99 61.48 122.96
b) Beam (1:2:4),BC 50%,CS Cft. 197.74 35.59 44.49 44.49 1700.52
c) Slab (1:2:4),BC 50%,CS Cft. 658.88 118.60 148.25 148.25 5666.37
d) Stair (1:2:4),BC 50%,CS Cft. 48.56 8.74 10.93 10.93 417.65
2 R. C. C. casting work
a) Cft. 87.76 15.80 39.49 754.70
3 Reinforcement work
a) Column (60 Grade) Kg 1234.41 1234.41
b) Beam (60 Grade) Kg 1267.99 1267.99
c) Slab (40 Grade) Kg 1904.15 1904.15
d) Stair (40 Grade) Kg 182.61 182.61
e) Kg 400.72 400.72
4 10" thick brick work (1:6) Cft 150.17 6.01 54.06 1726.90
5 5" Thick brick work (1:4) Sft 2161.03 56.19 367.37 10805.14
6 25 mm thick Plaster on B/W in Side (1:5) Sft 3990.84 66.65 415.85
7 20 mm thick Plaster on B/W out Side (1:5) Sft 1023.68 12.80 79.95
8 20 mm thick Plaster on R.C.C. (1:4) Sft 1925.24 28.88 144.39
9 Tiles work in Lobby & Stair {Moter 1" (1:3)} Sft 138.73 3.47 13.00 0.14 145.67
10 Tiles work in Floor {Moter 1" (1:3)} Sft 1147.57 28.69 107.53 1.15 1204.95
11 Tiles work in Skirting {Moter ¾"(1:2)} Sft 136.75 3.42 8.55 0.14 143.58
12 Tiles work in Toilet Floor {Moter 1" (1:3)} Sft 127.52 3.19 11.95 0.13 133.89
13 Tiles work in Toilet wall {Moter ¾"(1:2)} Sft 704.39 17.61 44.02 0.70 739.61
14 Paint work
15 Ceiling Sft 1925.24 1925.24
16 Wall Sft 3985.94 3985.94
17 Weather coat Sft 1023.68 1023.68
18 Enamel Sft 390.00
19 White washing Sft 169.05
20 French Polish Sft 284.07
21 Main Door Frame (1:1½:3),BC 100%,CS Rft 17.75 0.29 0.27 0.27 1.08 17.75
22 Internal Door Frame (1:1½:3),BC 100%,CS Rft 134.91 2.19 2.04 2.04 8.18 134.91
23 Main Door shutter Sft 23.36
24 Flush Door shutter Sft 138.44
25 Plastic door Pcs 2.00
26 Window grill (1:1½:3),BC 100%,CS Sft 141.43 2.30 2.14 2.14 8.57 141.43
27 Varandah safety grill (1:1½:3),BC 100%,CS Sft 154.57 2.51 2.34 2.34 9.37 154.57
28 Varandah railing (1:1½:3),BC 100%,CS Sft 86.05 1.40 1.30 1.30 5.22 86.05
29 Stair railing (Grill) (1:1½:3),BC 100%,CS Sft 26.27 0.43 0.40 0.40 1.59 26.27
30 Stair hand rest Rft 9.37 9.37
31 Aluminium Sliding window Sft 108.84 108.84
32 Aluminium fixed window Sft 93.65 93.65
33 Aluminium Sliding door Sft 100.54 100.54
34 Cat Door work Pcs 4.47 0.07 0.07 0.07 0.27 4.47
35 Marble works Sft 22.72 0.57 2.13 22.72
36 Main Door lock Pcs 0.92 0.92
37 Mortice type Door lock Pcs 6.32
Item no.
Total Quantity
Grey
Cement
Bag
Sylhet Sand
Cft
Local Sand
Cft
Stone
Chips Cft
1st Class Bricks Pcs
1st Class Picket Pcs
White
cement
Bag
Glazed Wall Tiles
N.G.H Floor
Tiles
Plastic paint
Liter
Cat
Door
Pcs
Weather coat
Sft
Door frame
Rft
Iternal Door
frame Rft
Alumin ium
Sft
MS Rod (60 G)
Kg
MS Rod (40 G)
Kg
Vity Sand
Cft
Window Grill
Sft
Varandah safety
grill Sft
Varandah railing Sft
Stair railing (Grill)
Sft
Stair hand
rest Rft
Marble
works
Sft
Main Door lock
Pcs
Lintel False Slab Sunshade Drop Wall (1:2:4),BC 50%,CS
Lintel False Slab Sunshade Drop Wall (40 Grade)
448.00 274.00 1501.00 123.00 12532.00 8574.00 2.00 740.00 1628.00 5911.00 4.00 1024.00 18.00 135.00 303.00 2502.00 2487.00 0.00 141.00 155.00 86.00 26.00 9.00 23.00 1.00
TOP OF THE ROOF
Total Quantity Material Consumption
Description Unit
1 R.C.C. casting work
a) Column (1:1½:3),SC 100%,CS Cft. 30.96 6.81 12.69 25.38
b) Lift M Room (1:1½:3),SC 50%,CS Cft. 54.39 11.96 22.30 44.60
c) OHWT (1:1½:3),BC 50%,CS Cft. 136.96 24.65 30.82 30.82 1177.85
2 Reinforcement work
a) Column (60 Grade) Kg 177.86 177.86
b) Lift machine room (40 Grade) Kg 250.06
c) Over head water tank (40 Grade) Kg 628.21
Total : Kg 878.27 878.27
3 10" thick brick work Cft. 46.86 1.87 16.87 538.89
4 5" Thick brick work Sft. 570.98 14.85 97.07 2854.91
5 25 mm thick Plaster on B/W in Side (1:5) Sft. 586.74 8.39 62.84
6 20 mm thick Plaster on B/W out Side (1:5) Sft. 1295.54 19.43 97.17
7 20 mm thick Plaster on R.C.C. (1:4) Sft. 229.54 2.30 11.48
8 Tiles work in Floor {Moter 1" (1:3)} Sft. 108.28 2.71 10.15 0.54 113.69
9 Tiles work in Toilet wall {Moter ¾"(1:2)} Sft. 70.43 1.76 4.40 0.35 73.95
10 Patent Stone 1½Thick (1:2:4),BC 50%,CS Sft. 1472.68 33.14 41.42 41.42 165.68
11 12 mm thick Plaster with N.C.F. Sft. 274.56 4.12 15.10
12 Door frame MS Pcs 0.92 0.92
13 Door shutter MS Sft. 10.30
14 Lime terracing (4" thk.) Cft. 283.29 2464.62
15 Plastic paint Sft. 816.29 11.75 21.22
16 Weather coat Sft. 1295.54 51.82
17 PVC water stopper Rft. 100.00
18 Fibre glass sheet Sft. 688.91
131.99 107.23 387.30 69.98 3393.80 3808.15 0.89 73.95 113.69 11.75 21.22 51.82 0.92 0.00 0.00 177.86 878.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Total Matierials 3264.99 2395.23 9421.30 1929.98 78673.80 67490.15 10.89 3773.95 8411.69 33933.75 43.22 7446.82 90.92 707.00 1550.00 22114.86 15481.27 3907.00 740.00 775.00 430.00 156.00 54.00 169.00 5.00
Total 60 Grade Kg 22114.86Total 40 Grade Kg 15481.27Total 60+40 Grade Kg 37596.13Per Sft Kg 1.97
Item no.
Total Quantity
Grey Cement
Bag
Sylhet Sand
Cft
Local Sand
Cft
Stone
Chips Cft
1st Class Bricks Pcs
1st Class Picket Pcs
White
cement
Bag
Glazed Wall Tiles
N.G.H Floor
Tiles
Plastic paint
Liter
Chalk powder
Kg
Weather coat
Sft
Door frame
Rft
Iternal Door
frame Rft
Alumin ium
Sft
MS Rod (60 G)
Kg
MS Rod (40 G)
Kg
Vity Sand
Cft
Window Grill
Sft
Varandah safety
grill Sft
Varandah railing Sft
Stair railing (Grill)
Sft
Stair hand
rest Rft
Marble
works
Sft
Main Door lock
Pcs
Material Consumption
0.00
Mortice
type Door lock Pcs
Material Consumption
1.85
2.00
Mortice
type Door lock Pcs
Material Consumption
6.32
Mortice
type Door lock Pcs
6.00
Material Consumption
0.00
32.00
Mortice
type Door lock Pcs
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
Date: 13 April, 2010
Name of the Project : 0Per Floor Construction Area 1656.67 Sft
Total Saleable Area 8283.33 Sft
Total Construction Area 9940.00 Sft
SI No Description Unit Total Rate Amount Remarks
Total Materials
1 Cement Bag 3712.99 385.00 1429500.82
2 Sylhet Sand Cft 2669.23 29.00 77407.55
3 Local Sand Cft 10922.30 10.00 109223.02
4 Stone Chips Cft 5007.98 112.00 560893.81
5 Brick Pcs 91205.80 6.20 565475.96
6 Pciket Pcs 60252.15 6.20 373563.33
7 MS Rod 60 Grade Kg 17968.27 60.00 1078096.20
8 MS Rod 60 Grade Kg 24616.86 60.00 1477011.30
9 Floor Tiles Sft 10039.69 58.00 582301.95
10 Wall Tiles Sft 4513.95 38.00 171530.24
11 Main Door Frame Rft 108.00 560.00 60480.00
12 Internal Door Frame Rft 842.00 560.00 471520.00
13 Main Door Shutter Sft 140.16 675.00 94608.00
14 Gamary Door Shutter Sft 830.64 155.00 128749.20
15 Plastic Door Pcs 14.00 4000.00 56000.00
16 Stair Hand Rest Rft 66.75 250.00 16687.50
17 Stair Railing Sft 190.75 165.00 31473.75
18 Window Grill Sft 926.00 95.00 87970.00
19 Verandah Safty Grill Sft 930.00 120.00 111600.00
20 Verandah Railing Sft 516.00 165.00 85140.00
21 Aluminuim Sliding Window Sft 733.06 265.00 194260.37
22 Aluminuim Fixed Window Sft 561.89 265.00 148901.91
23 Aluminuim Sliding Door Sft 603.22 265.00 159852.24
24 Plastic Paint Sft 40649.29 10.00 406492.87
25 Weather Coat Sft 9714.54 11.00 106859.91
26 Enamel Paint Sft 2356.99 8.00 18855.90
27 Cat Door Pcs 26.00 1000.00 26000.00
28 Marble Sft 200.75 370.00 74277.50
29 Main Gate Sft 90.00 475.00 42750.00
30 Main Door Lock Pcs 6.00 2500.00 15000.00
31 Mortice type Door Lock Pcs 38.85 650.00 25249.90
32 French Polish Sft 1704.43 25.00 42610.75
33 Filling Sand Cft 3907.00 10.00 39070.00
34 One layer polythene Sft 2666.00 3.50 9331.00
35 PVC water stopper 8" Rft 56.00 150.00 8400.00
Total 8887144.98
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
Name of the Project : 0Per Floor Construction Area 1656.67 Sft
Total Construction Area 9940.00 Sft
SI No Description Unit Total Rate Amount Remarks
Up to PL
1 Cement Bag 566.00 385.00 217910.00
2 Sylhet Sand Cft 649.00 29.00 18821.00
3 Local Sand Cft 585.00 10.00 5850.00
4 Stone Chips Cft 3000.00 112.00 336000.00
5 Brick Pcs 7998.00 6.20 49587.60
6 Pciket Pcs 2000.00 6.20 12400.00
7 MS Rod 60 Grade Kg 0.00 60.00 0.00
8 MS Rod 60 Grade Kg 6828.00 60.00 409680.00
9 Filling Sand Cft 3907.00 10.00 39070.00
10 One layer polythene Sft 2666.00 3.50 9331.00
11 PVC water stopper 8" Rft 56.00 150.00 8400.00
Total Err:522
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
Name of the Project : 0Per Floor Construction Area 1656.67 Sft
Total Construction Area 9940.00 Sft
SI No Description Unit Total Rate Amount Remarks
Ground Floor
1 Cement Bag 327.00 385.00 125895.00
2 Sylhet Sand Cft 269.00 29.00 7801.00
3 Local Sand Cft 944.00 10.00 9440.00
4 Stone Chips Cft 1200.00 112.00 134400.00
5 Brick Pcs 4622.00 6.20 28656.40
6 Pciket Pcs 3000.00 6.20 18600.00
7 MS Rod 60 Grade Kg 2168.00 60.00 130080.00
8 MS Rod 60 Grade Kg 2599.00 60.00 155940.00
9 Floor Tiles Sft 158.00 58.00 9164.00
10 Wall Tiles Sft 0.00 38.00 0.00
11 Main Door Frame Rft 0.00 560.00 0.00
12 Internal Door Frame Rft 32.00 560.00 17920.00
13 Main Door Shutter Sft 0.00 675.00 0.00
14 Flush Door Shutter Sft 31.88 155.00 4941.25
15 Plastic Door Pcs 1.85 4000.00 7384.00
16 Stair Hand Rest Rft 9.00 250.00 2250.00
17 Stair Railing Sft 26.00 165.00 4290.00
18 Window Grill Sft 35.00 95.00 3325.00
19 Verandah Safty Grill Sft 0.00 120.00 0.00
20 Verandah Railing Sft 0.00 165.00 0.00
21 Aluminuim Sliding Window Sft 35.00 265.00 9275.00
22 Aluminuim Fixed Window Sft 0.00 265.00 0.00
23 Aluminuim Sliding Door Sft 0.00 265.00 0.00
24 Plastic Paint Sft 4367.00 10.00 43670.00
25 Weather Coat Sft 2275.00 11.00 25025.00
26 Enamel Paint Sft 16.97 8.00 135.75
27 Cat Door Pcs 2.00 1000.00 2000.00
28 Marble Sft 54.00 370.00 19980.00
29 Main Gate Sft 50.41 475.00 23944.75
30 Main Door Lock Pcs 0.00 2500.00 0.00
31 Mortice type Door Lock Pcs 1.85 650.00 1199.90
Total 785317.05
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
Name of the Project : 0Per Floor Construction Area 1656.67 Sft
Total Construction Area 9940.00 Sft
SI No Description Unit Total Rate Amount Remarks
Typical Floor
1 Cement Bag 448.00 385.00 172480.00
2 Sylhet Sand Cft 274.00 29.00 7946.00
3 Local Sand Cft 1501.00 10.00 15010.00
4 Stone Chips Cft 123.00 112.00 13776.00
5 Brick Pcs 12532.00 6.20 77698.40
6 Pciket Pcs 8574.00 6.20 53158.80
7 MS Rod 60 Grade Kg 2487.00 60.00 149220.00
8 MS Rod 60 Grade Kg 2502.00 60.00 150120.00
9 Floor Tiles Sft 1628.00 58.00 94424.00
10 Wall Tiles Sft 740.00 38.00 28120.00
11 Main Door Frame Rft 18.00 560.00 10080.00
12 Internal Door Frame Rft 135.00 560.00 75600.00
13 Main Door Shutter Sft 23.36 675.00 15768.00
14 Flush Door Shutter Sft 138.44 155.00 21458.20
15 Plastic Door Pcs 2.00 4000.00 8000.00
16 Stair Hand Rest Rft 9.00 250.00 2250.00
17 Stair Railing Sft 26.00 165.00 4290.00
18 Window Grill Sft 141.00 95.00 13395.00
19 Verandah Safty Grill Sft 155.00 120.00 18600.00
20 Verandah Railing Sft 86.00 165.00 14190.00
21 Aluminuim Sliding Window Sft 108.84 265.00 28843.40
22 Aluminuim Fixed Window Sft 93.65 265.00 24816.99
23 Aluminuim Sliding Door Sft 100.54 265.00 26642.04
24 Plastic Paint Sft 5911.00 10.00 59110.00
25 Weather Coat Sft 1024.00 11.00 11264.00
26 Enamel Paint Sft 390.00 8.00 3120.02
27 Cat Door Pcs 4.00 1000.00 4000.00
28 Marble Sft 23.00 370.00 8510.00
29 Main Gate Sft 0.00 475.00 0.00
30 Main Door Lock Pcs 1.00 2500.00 2500.00
31 Mortice type Door Lock Pcs 6.00 650.00 3900.00
32 French Polish Sft 284.07 25.00 7101.78
Total 1125392.63
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
Name of the Project : 0Per Floor Construction Area 1656.67 Sft
Total Construction Area 9940.00 Sft
SI No Description Unit Total Rate Amount Remarks
Top Floor
1 Cement Bag 131.99 385.00 50815.82
2 Sylhet Sand Cft 107.23 29.00 3109.55
3 Local Sand Cft 387.30 10.00 3873.02
4 Stone Chips Cft 69.98 112.00 7837.81
5 Brick Pcs 3393.80 6.20 21041.56
6 Pciket Pcs 3808.15 6.20 23610.53
7 MS Rod 40 Grade Kg 878.27 60.00 52696.20
8 MS Rod 60 Grade Kg 177.86 60.00 10671.30
9 Floor Tiles Sft 113.69 58.00 6593.95
10 Wall Tiles Sft 73.95 38.00 2810.24
11 MS Door Frame Pcs 0.92 2500.00 2307.50
12 Internal Door Frame Rft 0.00 560.00 0.00
13 MS Door Shutter Sft 10.30 150.00 1544.25
14 Flush Door Shutter Sft 0.00 150.00 0.00
15 Plastic Door Pcs 0.00 4000.00 0.00
16 Stair Hand Rest Rft 3.75 250.00 937.50
17 Stair Railing Sft 8.75 163.00 1426.25
18 Window Grill Sft 45.00 120.00 5400.00
19 Verandah Safty Grill Sft 0.00 120.00 0.00
20 Verandah Railing Sft 0.00 165.00 0.00
21 Aluminuim Sliding Window Sft 45.00 265.00 11925.00
22 Aluminuim Fixed Window Sft 0.00 265.00 0.00
23 Aluminuim Sliding Door Sft 0.00 265.00 0.00
24 Plastic Paint Sft 816.29 10.00 8162.87
25 Weather Coat Sft 1295.54 11.00 14250.91
26 Enamel Paint Sft 8.00 0.00
27 Cat Door Pcs 0.00 1000.00 0.00
28 Marble Sft 8.75 370.00 3237.50
29 Main Gate Sft 0.00 475.00 0.00
30 Main Door Lock Pcs 0.00 2500.00 0.00
31 Mortice type Door Lock Pcs 1.00 650.00 650.00
32 French Polish Sft 0.00 25.00 0.00
Total 232901.76
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
Date: 13 April, 2010
Bill of Quantity (BOQ)
0
Kaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
Date: 13 April, 2010
Overall Cost for the Project
Name of the Project : 0Location : Kaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
Nos of floor : 7 Nos
Nos of Flat : 6 Nos
Nos of Car Perking : 6 Nos
Land Qty : 3.00 Khata
Completion Time : 27 Month
Total construction Area : 9940.00 Sft
Description Amount Cost per Sft Remarks
1 Consultancy Fees in/c Surveying, Soil Testing 198800.00 20.00
2 Rajuk Fees 23657.20 2.38
3 Site Mobilization 114906.40 11.56
4 Civil work:
5 Sub-Structure work 1089324.60 109.59
6 Super-Structure (Structural) work 3870536.60 389.39
7 Super-Structure (Finishing) work 4788495.60 481.74
8 Total Civil work 9748356.80 980.72
9 Boundary wall 100000.00 10.06
10 Security Girll over Boundary wall 100000.00 10.06
11 Sanitary & Plumbing work 974835.68 98.07 10 % of Civil work
12 Internal Electrical work 974835.68 98.07 10 % of Civil work
13 Intercom work 50000.00 5.03
9 Sub-Station work 800000.00 80.48
10 Generator work 500000.00 50.30
11 Lift work (8 Person) 1 Nos 1500000.00 150.91
14 Gas bill 10800.00 1.09 400 Per Month
15 Wasa bill 162000.00 16.30 6000 Per Month
16 Electric bill 135000.00 13.58 5000 Per Month
17 Gas Conection 98000.00 9.86 14000 Per Burner
18 Parking area decoration and other works 100000.00 10.06
18 1207710.00 121.50 Tk.4.25 Per Sft Per Month
Total Amount = 15591191.76 1690.00
SI No
Overhead(H/O & Site) in/c Trade Promotion, Cost of Fund, Taxes etc.
NOTE: (All Rod 60 Grade @ Tk=50 Per Kg, Cement @ Tk= 385 Per Bag, Floor Tiles Ceramic 16"X16" @ Tk= 58 Per Sft, Wall Tiles Ceramic 10"x13" @ Tk= 38 Per Sft Toilet Fittings and Fixtures RAK Hot Line One Toilet)
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
Date: 13 April, 2010
Saleable Rate
1 Name of the Project : 02 Location : Kaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
3 Nos of floor : GF 6 Nos
4 Nos of Flat : 6 Nos
5 Nos of Car Perking : 6 Nos
6 Completion Time : 27 Months
7 Saleable Floor Area : 1420 Sft
8 Construction Floor Area : 1420 Sft
9 Land Qty : 3.00 Khata
10 Type : Type-A Type-B Type-C Type-D Type-E Type-F
11 Apatment Size : 1420.00 0.00 0.00 0.00 0.00 0.00
12 Total Saleable Area : 8520.00 Sft
13 Total Construction Area : 9940.00 Sft
14 Landwoner Cash Payment : 1000000.00 Taka
15 Media Payment : 0.00 Taka
16 Parking Rate : 250000.00 Taka
17 Utility Charge : 100000.00 Taka
18 Per Sft Cost : 1690.00 Taka Flat Parking Sft
19 Company : 50.00 % 3.00 3.00 4260.00
20 Landwoner : 50.00 % 3.00 3.00 4260.00
Description Amount Reamrks
1 Total Costing 16798600 750000 300000 16748600 3932
2 Company Parking 750000
3 Utility Cost of Flat owner 300000
4 Net Total Cost 16748600
5 Net Per Sft Saleable Cost 3932
SI No
Company Parking
Utility Cost of
Flat owner
Net Total Cost
Net Per Sft
Saleable
Cost
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
Date: 13 April, 2010
Electrical & Sanitary Cost Name of the Project: 0
Top SheetName of Materials Unit Quantity Rate Total Amount
1 Electrical Materials requirement LS 1 117924 117924
2 Electric Cable LS 1 206804 206804
3 Electric Fitting & fixture LS 1 382760 382760
4 Earthing Materials LS 1 30250 30250
5 Sanitary Materials requirement LS 1 172590 172590
6 G I Materials LS 1 64726 64726
7 Sanitary Fitting & fixture LS 1 388505 388505
GRAND TOTAL TAKA = 1363559
Electrical Materials Requirement
Name of Materials Unit Quantity Rate Total Amount
1 3/4" PVC Pipe RFL Rft 5500.00 5.50 30250.00
2 1" PVC Pipe RFL Rft 2200.00 8.00 17600.00
3 1.25" PVC Pipe RFL Rft 850.00 7.00 5950.00
4 3/4" PVCBend RFL Dozen 120.00 75.00 9000.00
5 1" PVCBend RFL Dozen 10.00 80.00 800.00
6 1.25" PVCBend RFL Dozen 39.00 96.00 3744.00
7 3/4" pvc socket RFL Dozen 210.00 50.00 10500.00
8 1"pvc socket RFL Dozen 60.00 75.00 4500.00
9 1.25" socket RFL Dozen 30.00 96.00 2880.00
10 3/4" circular box RFL Dozen 36.00 110.00 3960.00
11 1" circular box RFL Dozen 208.00 120.00 24960.00
12 Nitto tape Nitto Dozen 21.00 180.00 3780.00
Sub-Total 117924.00
Sl No
Sl No
Brand/Origin of Country
Electric Cable
Name of Materials Unit Quantity Rate Total Amount
1 10rm BYA B.R.B Cable Coil 1.00 6500.00 6500.00
2 4rm BYA B.R.B Cable Coil 2.00 3500.00 7000.00
3 2.5rm BYA B.R.B Cable Coil 40.00 2150.00 86000.00
4 1.5rm BYA B.R.B Cable Coil 75.00 750.00 56250.00
6 1.5re BYA B.R.B Cable Coil 11.00 750.00 8250.00
7 2.5reBYA B.R.B Cable Coil 5.00 750.00 3750.00
9 2-Pair telephpne cable B.R.B Cable Coil 23.00 698.00 16054.00
10 Rg-6 T V Cable American coil 23.00 1000.00 23000.00
Sub-Total 206804.00
Electric Fitting & fixture
Name of Materials Unit Quantity Rate Total Amount
1 Exhaust fan China No 11.00 1050.00 11550.00
2 Tube light(parking) Cresent No 12.00 550.00 6600.00
3 Security light Cresent No 4.00 1500.00 6000.00
4 Gate light Cresent No 2.00 2500.00 5000.00
5 Stair light Cresent No 12.00 550.00 6600.00
6 1Gang switch M.K. Singapore No 150.00 110.00 16500.00
7 2Gang switch M.K. Singapore No 208.00 150.00 31200.00
8 3Gang switch M.K. Singapore No 90.00 210.00 18900.00
9 Fan Regulator M.K. Singapore No 44.00 350.00 15400.00
10 Bell push M.K. Singapore No 11.00 250.00 2750.00
11 Dish outlet M.K. Singapore No 22.00 300.00 6600.00
12 Telephone outlet M.K. Singapore No 22.00 200.00 4400.00
13 Intercom outlet M.K. Singapore No 11.00 200.00 2200.00
14 6A,2-pin socket M.K. Singapore No 44.00 260.00 11440.00
15 13A,2-pin socket M.K. Singapore No 44.00 250.00 11000.00
16 15A,2-pin socket M.K. Singapore No 55.00 250.00 13750.00
17 20A,DP switch M.K. Singapore No 11.00 250.00 2750.00
18 3"x3"x2" M K Board 16G Sheet No 350.00 12.00 4200.00
19 4"x2"x2.5" 16G Sheet No 250.00 12.00 3000.00
20 6"x4"x2" 16G Sheet No 190.00 18.00 3420.00
21 6"x10"x3" 16G Sheet No 60.00 35.00 2100.00
22 5" Fan box 16G Sheet No 60.00 40.00 2400.00
23 S D B Box 16G Sheet No 11.00 700.00 7700.00
24 E M D B Box 16G Sheet No 11.00 1000.00 11000.00
25 M D B Box 16G Sheet No 1.00 10000.00 10000.00
26 Meter Board 16G Sheet No 1.00 7000.00 7000.00
27 Telephone joint box 16G Sheet No 11.00 1000.00 11000.00
28 6 A, S P M C B Siemens/L.G No 55.00 165.00 9075.00
29 10 A, S P M C B Siemens/L.G No 55.00 165.00 9075.00
30 16A, S P M C B Siemens/L.G No 55.00 165.00 9075.00
31 20A, S P M C B Siemens/L.G No 55.00 165.00 9075.00
32 50 A, T P M C B Siemens/L.G No 55.00 1600.00 88000.00
Sl No
Brand/Origin of Country
Sl No
Brand/Origin of Country
33 400 A, T P M C C B Siemens/L.G No 1.00 24000.00 24000.00
Sub-Total 382760.00
Earthing Materials
Name of Materials Unit Quantity Rate Total Amount
1 1.5"dia GI Pipe BG- Gold Rft 100 100.00 10000.00
2 Air terminal.5"dia copper Japan No 5 900.00 4500.00
3 Roof Conductor purpose
4 no copper wire Local best quility Rft 450 35.00 15750.00
Sub-Total 30250.00
Sanitary Materials Requirement
Name of Materials Unit Quantity Rate Total Amount
1 4" dia uPVC Pipe Local best quility Rft 1200.00 50.00 60000.00
2 2" dia uPVC Pipe Local best quility Rft 250.00 22.00 5500.00
3 4" dia door bend upvc-Singapur No 120.00 350.00 42000.00
4 4"dia long trup upvc-Singapur No 46.00 420.00 19320.00
5 4"dia door Tee upvc-Singapur No 56.00 500.00 28000.00
6 4"dia floor trup upvc-Singapur No 11.00 320.00 3520.00
7 4"dia Y- Tee upvc-Singapur No 50.00 225.00 11250.00
8 2"dia Y- Tee upvc-Singapur No 40.00 75.00 3000.00
Sub-Total 172590.00
G I Materials
Name of Materials Unit Quantity Rate Total Amount
1 1" dia G I pipe Basundara- Gold Rft 200.00 48.00 9600.00
2 1.5" dia G I pipe Basundara- Gold Rft 100.00 75.00 7500.00
3 3/4" dia G I pipe Basundara- Gold Rft 200.00 32.00 6400.00
4 1/2" dia G I pipe Basundara- Gold Rft 260.00 25.00 6500.00
5 1/2x3/4" Tee China No 120.00 15.00 1800.00
6 1/2x3/4"elbow China No 75.00 20.00 1500.00
7 3/4"Gate valv Italy No 85.00 90.00 7650.00
8 1/2" stop cock China No 46.00 275.00 12650.00
9 3/4" reducer China No 20.00 26.00 520.00
10 1" reducer China No 23.00 22.00 506.00
11 3/4" elbow China No 20.00 15.00 300.00
12 1.5"x3/4" Tee China No 120.00 45.00 5400.00
13 1"x3/4" Tee China No 110.00 40.00 4400.00
Sub-Total 64726.00
Sl No
Brand/Origin of Country
Sl No
Brand/Origin of Country
Sl No
Brand/Origin of Country
Sanitary Fitting & fixture
Name of Materials Unit Quantity Rate Total Amount
1 Combi set R.A.K Set 19.00 8500.00 161500.00
2 Sink 20"x40" Malyasia No 7.00 2300.00 16100.00
3 Bib cock Nazma No 65.00 650.00 42250.00
4 Angle stop cock Nazma No 46.00 850.00 39100.00
5 Towal rail Nazma No 24.00 350.00 8400.00
6 Basin mixture Nazma No 24.00 2500.00 60000.00
7 Sink mixture Nazma No 24.00 2500.00 60000.00
8 Gratting Nazma No 33.00 35.00 1155.00
Sub-Total 388505.00
Sl No
Brand/Origin of Country
PROSSIMO DEVELOPMENT LTDKaizuddin Tower ( 7th floor), 176 Shahid Nazrul Islam Sharani, Bijoy Nagar, Dhaka-1000.
Electrical & Sanitary Cost
Top SheetRemarks
Electrical Materials Requirement
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Electric Cable
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Electric Fitting & fixture
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Earthing Materials
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Sanitary Materials Requirement
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G I Materials
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Sanitary Fitting & fixture
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