Marks ups Price level: Q3, 2018

Description Rate Remarks

General
Contractor's Overhead Expenses 5%
Contractor's Profit 10.0%
VAT 6.0%
Income Tax 7%
Exchange rate 1 US$ = BDT 83.50
Provisional sum for Physical % of Installation 5.0%
Contingencies
Provisional Sum for Price 1.5% of FC and 6% of
Contingencies LC Costs
Provisional Sum for alleviations % of Installation 0.29%
program, refer to SCC, Sub-
Clause xxxxxx
International Transport on EXW 13.5%
Price for Pipes
Local transportation from port to 30.0%
site
CD, VAT and Local Transport for 65.5%
Pipes
Fittings for PE/GRP 15%
Fittings for uPVC 30%
Guarantees
Performance Security % of Installation 0.25%
Advance Payment Guarantee % of Installation 0.25%
Insurances
Cargo Insurance % of Installation 0.375%
Installation All Risks % of Installation 0.375%
Insurance
Third Party Liability Insurance % of Installation 0.375%

Automobile Liability % of Installation 0.375%

Insurance
Workers' Compensation % of Installation 0.375%
Employer's Liability % of Installation 0.375%
Contractor's Equipment % of Installation 0.375%
Other Insurances (to be % of Installation 0.375%
specified by the Tenderer)
Site establishment,
operation and removal
Supply and erect signboard, % of Installation 0.286%
establish Contractor´s main
site offices, welfare facilities,
workshops, Engineer´s
facilities, site access and
miscellaneous services etc.

Manage generally the site and % of Installation 0.286%

the above facilities during the
implementation period.
Further, health, safety and
security measures during the
implementation period

Site materials laboratory % of Installation 0.286%

Survey instruments % of Installation 0.286%
 The Engineer's facilities % of Installation 0.286%
Removal at the completion of % of Installation 0.286%
the works of all the established
facilities and site restoration

Miscellaneous works during

implementation
Setting-out Rate/km in BDT 20,000.00
General works and site tests Rate/km in BDT 40,000.00
Commissioning / Guarantee
Tests
Pre-commissioning Rate/km in BDT 40,000.00
Commissioning Rate/km in BDT 15,000.00
Guarantee Test(-s) (3 months Rate/km in BDT 100,000.00
approval period)
Verification of performance Rate/km in BDT 25,000.00
Training of Employer's staff Rate in BDT L.S. 15,000.00
Operation and Maintenance Rate in BDT L.S. 7,500.00
manuals
As-built records (Quality Rate/km in BDT 25,000.00
Assurance, etc.)
As-built documents (drawings, Rate/km in BDT 25,000.00
etc.)
Post construction Modeling Rate/km in BDT 3,000.00
Design / Survey Provisions
and Preliminaries
Insurances
For design (professional % of Installation 0.50%
indemnity insurance)
Other Insurances (to be % of Installation 0.25%
specified by the Tenderer)
Design Services (incl. design
office and establishment )
Survey and documentation % of Installation 4.50%
Detailed designs, % of Installation 2.75%
Specifications and
documentation, incl. Quality
Assurance and Design Report

Design Control Services incl. % of Installation 0.75%

documentation
Compensation Cost for 50,000.00
Resettlement per km
Administrative Cost for 20% 10,000.00
Resettlement per km (%
compensation)of

Basic Rates
Civil Works
Item Unit Rate (BDT) Remarks
Earthwork Med stiff Clay, 3m cum 186.00
Earthwork Med stiff Clay, 5m cum 226.00
Earthwork Med stiff Clay, 7m cum 346.00
Earthwork Med stiff Clay, 9m cum 426.00
Earth Filling (E/E) cum 149.00
Sand filling (FM: 0.80) cum 635.00
Item Unit Rate (BDT) Remarks
Sand filling (FM: 1.20) cum 913.00
BFS sqm 420.00
CC (1:3:6) cum 6,647.00
CC (1:2:4) cum 7,643.00
Brick work (1:4) cum 6,769.00
RCC (1:2:4) cum 7,517.00
RCC (1:1.5:3) cum 8,521.70
MS Rod (60 grade) kg 82.00
Plaster (1:4) sqm 192.50
Enamel Paint sqm 141.90
Epoxy Paint sqm 978.00
RCC Meter chamber with cover no 1,160.50
Polythene 200 micron sqm 42.00
Shal Bollah m 592.00
Sheet pile sqm 609.00
0.00
Man Power 0.00
Field Supervisor/Manager man day 2,200.00
Supervisor/ Field Engineer man day 1,739.93
Head Operator man day 1,100.00
Asstt. operator man day 605.00
Head Detection/Head Mason man day 1,100.00
Surveyor man day 495.00
Asstt. Surveyor man day 330.00
Technical staff/ Plumber/ Mason/ man day 1,275.95
Social Worker
Skilled labour/ Semi Skilled man day 695.97
technician/ Mud Operator
Ordinary/ Casual Labour man day 463.98
Site security man day 220.00
Driver man day 440.00
Sweeper for Odd Job man day 550.00
0.00
0.00
0.00
0.00
Equipments/ Tools 0.00
Diesel HDD Unit day 0.00
Diesel MMX Unit day 0.00
Hydraulic HDD Unit day 13,200.00
Hydraulic MMX Unit day 0.00
Hydro/ Pipe Burst Machine day 7,700.00
Micro Tunneling day 20,000.00
Hydro Test Machine day 1,540.00
GPR day 1,100.00
Compactor day 1,650.00
Scaffolding sqm 59.17
5-ton capacity truck-fare in Dhaka Trip 1,739.93
city i/c loading, unloading

Concrete mixer machine day 660.00

Concrete vibrator day 550.00
Diesel operated 1 cusec pump day 880.00
Electricity operated 1 cusec pump day 695.97

Road cutting Equipment/ tools for day 110.00

manual works
Item Unit Rate (BDT) Remarks
Road cutting Equipment/ day 5,799.75
Backhoe loader in/c fuel,
lubricant, driver etc.
Bleaching Powder kg 69.60
Construction Materials
Ordinary Portland Cement, bag 417.58
ASTM C-150, Type-1,/ BDS-EN-
197-1-CEM-1 (32.5-42.5): 50kg
bag
Portland Composite Cement bag 429.18
CEM-II/A-M(6-20% constituents
other that clinker): 50kg bag

White Cement kg 20.88

M. S. deformed/plain bars with M Ton 55,677.60
min Fy-276 MPa (Billet) 40 gr.
M. S. deformed/plain bars with M Ton 57,997.50
min Fy-415 MPa (Billet) 60 gr
MS Sheet M Ton 69,597.00
1st Class Picked/Jhama Bricks %0 Nos. 5,799.75
Machine Made 1st Class Brick %0 Nos. 6,089.74
Royalty of earth %0 cft 347.99
Royalty of sand %0 cft 5,799.75
Royalty of turf sqm 0.75
Sand (F.M. 0.8) cum 307.39
Sand (F.M. 1.2) cum 533.58
Sand (F.M. 2.2) cum 852.50
Viti Sand cum 115.50
Sand carrying cost cum 192.50
Water cum 34.80
RCC Sewer Pipe
160 m
180 m
200 m
225 m
250 m
280 m
315 m
355 m
400 m
450 m
500 m
560 m
600 m 2,873.00
700 m 3,833.00
800 m 5,185.00
900 m 5,677.00
1000 m
GRP Sewer Pipe
160 m 1,770.40
200 m 2,213.00
250 m 2,923.00
300 m 3,315.00
350 m 4,292.00
400 m 5,043.00
500 m 7,807.00
Item Unit Rate (BDT) Remarks
600 m 10,104.00
700 m 15,281.00
800 m 18,120.00
900 m 16,711.99
1000 m 18,462.01
HDPE Pipe PE 100/ PN 6
160 m 1,146.00
200 m 1,790.00
250 m 2,781.00
300 m 4,421.00
350 m 5,873.00
400 m 7,653.00
450 m 9,692.00
500 m 11,971.00
550 m 14,969.00
600 m 18,963.00
700 m 0.00
800 m 0.00
900 m 0.00
1000 m 0.00
DCC Road Restoration
Kacha Road between period sqm 72.00 DCC Rates from website
September to May paid by Private

Brick pavement (200 mm) sqm 518.00

between period September to May
paid by Private
CC Road between period sqm 874.00
September to May paid by Private

Bituminous Road between period sqm 1,335.00

September to May paid by Private

RCC Road between period sqm 1,297.00

September to May paid by Private

Kacha Road depth upto 1.20 m sqm 72.00

between period September to May
paid by Organization
Brick pavement (200 mm) depth sqm 518.00
upto 1.20 m between period
September to May paid by
Organization
CC Road depth upto 1.20 m sqm 874.00
between period September to May
paid by Organization
Bituminous Road depth upto 1.20 sqm 1,335.00
m between period September to
May paid by Organization

RCC Road depth upto 1.20 m sqm 1,297.00

between period September to May
paid by Organization
Item Unit Rate (BDT) Remarks
Kacha Road depth over 1.2 to 2.5 sqm 72.00 DCC Rates
m between period September to
May paid by Organization

Brick pavement (200 mm) depth sqm 618.00

over 1.2 to 2.5 m between period
September to May paid by
Organization
CC Road depth over 1.2 to 2.5 m sqm 1,008.00
between period September to May
paid by Organization
Bituminous Road depth over 1.2 sqm 1,476.00
to 2.5 m between period
September to May paid by
Organization
RCC Road depth over 1.2 to 2.5 sqm 1,431.00
m between period September to
May paid by Organization
Kacha Road depth over 2.5 to 4.0 sqm 72.00
m between period September to
May paid by Organization

Brick pavement (200 mm) depth sqm 835.00

over 2.5 to 4.0 m between period
September to May paid by
Organization
CC Road depth over 2.5 to 4.0 m sqm 1,147.00
between period September to May
paid by Organization
Bituminous Road depth over 2.5 sqm 1,801.00
to 4.0 m between period
September to May paid by
Organization
RCC Road depth over 2.5 to 4.0 sqm 1,570.00
m between period September to
May paid by Organization
Kacha Road between period June sqm 72.00
to August paid by Private
Brick pavement (200 mm) sqm 518.00
between period June to August
paid by Private
CC Road between period June to sqm 874.00
August paid by Private
Bituminous Road between period sqm 1,335.00
June to August paid by Private

RCC Road between period June sqm 1,297.00

to August paid by Private
Kacha Road depth upto 1.20 m sqm 108.00
between period June to August
paid by Organization
Brick pavement (200 mm) depth sqm 777.00
upto 1.20 m between period June
to August paid by Organization
Item Unit Rate (BDT) Remarks
CC Road depth upto 1.20 m sqm 1,311.00
between period June to August
paid by Organization
Bituminous Road depth upto 1.20 sqm 2,002.50
m between period June to August
paid by Organization
RCC Road depth upto 1.20 m sqm 1,945.50
between period June to August
paid by Organization
Kacha Road depth over 1.2 to 2.5 sqm 108.00
m between period June to August
paid by Organization
Brick pavement (200 mm) depth sqm 927.00
over 1.2 to 2.5 m between period
June to August paid by
Organization
CC Road depth over 1.2 to 2.5 m sqm 1,512.00
between period June to August
paid by Organization
Bituminous Road depth over 1.2 sqm 2,214.00
to 2.5 m between period June to
August paid by Organization

RCC Road depth over 1.2 to 2.5 sqm 2,146.50

m between period June to August
paid by Organization
Kacha Road depth over 2.5 to 4.0 sqm 108.00
m between period June to August
paid by Organization
Brick pavement (200 mm) depth sqm 1,252.50
over 2.5 to 4.0 m between period
June to August paid by
Organization
CC Road depth over 2.5 to 4.0 m sqm 1,720.50
between period June to August
paid by Organization
Bituminous Road depth over 2.5 sqm 2,701.50
to 4.0 m between period June to
August paid by Organization

RCC Road depth over 2.5 to 4.0 sqm 2,355.00

m between period June to August
paid by Organization
 Local Earth cutting including Sand bedding and
Price/ Pipe Boxing Shall bollah Steel sheet piles CC bedding
Diameter Carrying/ dismantling of road topping
meter installation
meter Quantity Cost*1 Quantity Cost*1 Quantity Cost*1 Quantity Cost*1 Quantity Cost*1 Quantity Cost Tk.*1
Unit

(mm) (Tk) (Tk) (cum) (Tk) (Tk.) (cum) (Tk) (m) (Tk) (sqm) (Tk) (cum) (Tk) (cum) (Tk)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
GRP Pipe (upto 3.00 meter)
200 m 2,213.00 663.90 2.84 527.31 12.56 0.25 1,380.54 2.79 412.92 0.00 0.00 0.00 0.00 0.55 505.42
250 m 2,923.00 876.90 2.99 556.61 13.82 0.25 1,380.54 2.95 435.86 0.00 0.00 0.00 0.00 0.62 562.33
300 m 3,315.00 994.50 3.15 585.90 15.20 0.25 1,380.54 3.10 458.80 0.00 0.00 0.00 0.00 0.68 620.21
350 m 3,315.00 994.50 3.31 615.20 16.72 0.25 1,380.54 3.26 481.74 0.00 0.00 0.00 0.00 0.74 679.08
400 m 5,043.00 1,512.90 3.47 644.49 16.72 0.25 1,380.54 3.41 504.68 0.00 0.00 0.00 0.00 0.81 738.92
450 m 5,177.40 1,553.22 3.62 673.79 18.39 0.25 1,380.54 3.57 527.62 0.00 0.00 0.00 0.00 0.88 799.75
500 m 7,807.00 2,342.10 3.78 703.08 20.23 0.25 1,380.54 3.72 550.56 0.00 0.00 0.00 0.00 0.94 861.55
600 m 10,104.00 3,031.20 4.10 761.67 22.25 0.25 1,380.54 4.03 596.44 0.00 0.00 0.00 0.00 1.08 988.10
700 m 15,281.00 4,584.30 4.45 826.77 24.48 0.26 1,380.54 4.36 645.77 0.00 0.00 0.00 0.00 1.26 1,150.52
800 m 18,120.00 5,436.00 5.28 982.08 26.92 0.26 1,380.54 5.17 765.16 0.00 0.00 0.00 0.00 1.64 1,499.46
900 m 16,570.65 4,971.20 5.64 1,049.74 29.62 0.26 1,380.54 5.51 815.85 0.00 0.00 0.00 0.00 1.86 1,695.97
1,000 m 18,250.80 5,475.24 6.01 1,118.33 32.58 0.26 1,380.54 5.86 867.03 0.00 0.00 0.00 0.00 2.08 1,900.96
1,050 m 19,930.95 5,979.28 6.18 1,148.55 35.84 0.26 1,380.54 6.02 890.47 0.00 0.00 0.00 0.00 2.17 1,984.95
1,200 m 21,611.10 6,483.33 6.77 1,258.29 39.42 0.27 1,380.54 6.56 970.88 0.00 0.00 0.00 0.00 2.56 2,336.39
1,370 m 23,291.24 6,987.37 7.33 1,362.64 43.36 0.27 1,380.54 7.10 1,051.39 0.00 0.00 0.00 0.00 2.90 2,647.05
1,524 m 24,971.39 7,491.42 7.83 1,457.16 47.70 0.27 1,380.54 7.60 1,124.33 0.00 0.00 0.00 0.00 3.22 2,938.24
1,680 m 26,651.54 7,995.46 8.35 1,552.91 52.47 0.27 1,380.54 8.10 1,198.21 0.00 0.00 0.00 0.00 3.55 3,242.70
1,830 m 28,331.69 8,499.51 8.84 1,644.98 57.71 0.27 1,380.54 8.58 1,269.25 0.00 0.00 0.00 0.00 3.88 3,544.43

GRP Pipe (3.00 to 5.00 meter)

200 m 2,213.00 663.90 3.74 334.32 15.07 0.33 1,803.62 3.39 501.72 0.00 0.00 0.00 0.00 0.55 505.42
250 m 2,923.00 876.90 3.94 355.22 16.58 0.33 1,803.62 3.58 529.59 0.00 0.00 0.00 0.00 0.62 562.33
300 m 3,315.00 994.50 4.15 417.90 18.24 0.33 1,803.62 3.77 557.47 0.00 0.00 0.00 0.00 0.68 620.21
350 m 3,315.00 994.50 4.36 417.90 20.06 0.33 1,803.62 3.96 585.34 0.00 0.00 0.00 0.00 0.74 679.08
400 m 5,043.00 1,512.90 4.57 501.48 20.06 0.33 1,803.62 4.14 613.21 0.00 0.00 0.00 0.00 0.81 738.92
450 m 5,177.40 1,553.22 4.77 543.27 22.07 0.33 1,803.62 4.33 641.09 0.00 0.00 0.00 0.00 0.88 799.75
500 m 7,807.00 2,342.10 4.98 585.06 24.27 0.33 1,803.62 4.52 668.96 0.00 0.00 0.00 0.00 0.94 861.55
600 m 10,104.00 3,031.20 5.40 668.64 26.70 0.33 1,803.62 4.90 724.71 0.00 0.00 0.00 0.00 1.08 988.10
700 m 15,281.00 4,584.30 5.85 794.01 29.37 0.34 1,803.62 5.30 783.91 0.00 0.00 0.00 0.00 1.26 1,150.52
800 m 18,120.00 5,436.00 6.93 835.80 32.31 0.34 1,803.62 6.27 927.96 0.00 0.00 0.00 0.00 1.64 1,499.46
900 m 16,570.65 4,971.20 7.39 919.38 35.54 0.34 1,803.62 6.68 988.52 0.00 0.00 0.00 0.00 1.86 1,695.97
1,000 m 18,250.80 5,475.24 7.86 1,002.96 39.09 0.34 1,803.62 7.09 1,049.57 0.00 0.00 0.00 0.00 2.08 1,900.96
1,050 m 19,930.95 5,979.28 8.08 1,044.75 43.00 0.34 1,803.62 7.28 1,077.93 0.00 0.00 0.00 0.00 2.17 1,984.95
1,200 m 21,611.10 6,483.33 8.82 1,170.12 47.30 0.35 1,803.62 7.93 1,173.15 0.00 0.00 0.00 0.00 2.56 2,336.39
1,370 m 23,291.24 6,987.37 9.55 1,312.21 52.03 0.35 1,803.62 8.58 1,270.43 0.00 0.00 0.00 0.00 2.90 2,647.05
1,524 m 24,971.39 7,491.42 10.21 1,440.92 57.24 0.35 1,803.62 9.18 1,358.56 0.00 0.00 0.00 0.00 3.22 2,938.24
1,680 m 26,651.54 7,995.46 10.88 1,571.30 62.96 0.35 1,803.62 9.78 1,447.83 0.00 0.00 0.00 0.00 3.55 3,242.70
1,830 m 28,331.69 8,499.51 11.52 1,696.67 69.26 0.35 1,803.62 10.36 1,533.67 0.00 0.00 0.00 0.00 3.88 3,544.43

GRP_Pipe-A Page: 8
 Back filling Site Temp Road Restoration D B
Cost*2 Cost*3 Total cost
cleaning Road cutting
Quantity Cost*1 Quantity Cost*1 Fee to
DCC(2018)
=2020year Std Sand CC Total
(cum) (Tk) (Tk.) (cum) (Tk) (Tk.) (Tk.) (Tk.) Sl

18 19 20 21 22 23 24 25 26 (m) (m) (m) (m) (m)

1.71 254.79 5.00 0.54 80.46 5,811.99 3,080.98 2,974.92 11,868.00 3.00 0.15 0.00 3.15 1 0.90
1.76 261.87 5.50 0.57 84.93 6,134.88 3,197.20 3,904.15 13,237.00 3.00 0.15 0.00 3.15 2 0.95
1.80 268.20 6.05 0.60 89.40 6,457.77 3,313.65 4,420.15 14,192.00 3.00 0.15 0.00 3.15 3 1.00
1.84 273.79 6.66 0.63 93.87 6,780.66 3,430.34 4,426.74 14,638.00 3.00 0.15 0.00 3.15 3 1.05
1.87 278.63 6.66 0.66 98.34 7,103.54 3,547.26 6,677.61 17,329.00 3.00 0.15 0.00 3.15 4 1.10
1.90 282.73 7.32 0.69 102.81 7,426.43 3,664.42 6,859.14 17,950.00 3.00 0.15 0.00 3.15 5 1.15
1.92 286.08 8.05 0.72 107.28 7,749.32 3,781.81 10,284.66 21,816.00 3.00 0.15 0.00 3.15 6 1.20
1.95 290.55 8.86 0.78 116.22 8,395.10 4,017.30 13,282.53 25,695.00 3.00 0.15 0.00 3.15 7 1.30
1.96 292.04 9.74 0.84 125.16 9,040.87 4,295.64 20,024.68 33,362.00 3.00 0.18 0.00 3.18 8 1.40
2.15 319.61 10.72 0.99 147.51 10,655.32 4,946.84 23,741.15 39,344.00 3.00 0.20 0.00 3.20 9 1.65
2.10 312.90 11.79 1.05 156.45 11,301.09 5,254.99 21,739.70 38,296.00 3.00 0.23 0.00 3.23 10 1.75
2.04 303.22 12.97 1.11 165.39 11,946.87 5,570.07 23,936.98 41,454.00 3.00 0.25 0.00 3.25 11 1.85
2.00 297.26 14.27 1.14 169.86 12,269.76 5,701.76 26,130.19 44,102.00 3.00 0.25 0.00 3.25 12 1.90
1.85 274.91 15.69 1.23 183.27 13,238.42 6,221.00 28,332.81 47,793.00 3.00 0.30 0.00 3.30 13 2.05
1.62 241.47 17.26 1.33 198.47 14,336.24 6,683.08 30,537.71 51,558.00 3.00 0.30 0.00 3.30 14 2.22
1.37 203.75 18.99 1.42 212.24 15,330.74 7,104.01 32,741.73 55,177.00 3.00 0.30 0.00 3.30 15 2.37
1.06 158.33 20.89 1.52 226.18 16,338.15 7,532.68 34,946.54 58,818.00 3.00 0.30 0.00 3.30 16 2.53
0.72 107.82 22.97 1.61 239.59 17,306.82 7,947.01 37,151.47 62,406.00 3.00 0.30 0.00 3.30 17 2.68

2.61 388.89 5.00 0.54 80.46 5,811.99 3,533.97 2,977.43 12,324.00 4.00 0.15 0.00 4.15 1 0.90
2.71 403.42 5.50 0.57 84.93 6,134.88 3,654.17 3,906.91 13,696.00 4.00 0.15 0.00 4.15 2 0.95
2.80 417.20 6.05 0.60 89.40 6,457.77 3,816.40 4,423.19 14,698.00 4.00 0.15 0.00 4.15 3 1.00
2.89 430.24 6.66 0.63 93.87 6,780.66 3,916.18 4,430.09 15,127.00 4.00 0.15 0.00 4.15 3 1.05
2.97 442.53 6.66 0.66 98.34 7,103.54 4,099.77 6,680.96 17,885.00 4.00 0.15 0.00 4.15 4 1.10
3.05 454.08 7.32 0.69 102.81 7,426.43 4,241.80 6,862.82 18,532.00 4.00 0.15 0.00 4.15 5 1.15
3.12 464.88 8.05 0.72 107.28 7,749.32 4,384.07 10,288.71 22,423.00 4.00 0.15 0.00 4.15 6 1.20
3.25 484.25 8.86 0.78 116.22 8,395.10 4,669.32 13,286.98 26,352.00 4.00 0.15 0.00 4.15 7 1.30
3.36 500.64 9.74 0.84 125.16 9,040.87 5,032.70 20,029.57 34,104.00 4.00 0.18 0.00 4.18 8 1.40
3.80 565.46 10.72 0.99 147.51 10,655.32 5,632.30 23,746.54 40,035.00 4.00 0.20 0.00 4.20 9 1.65
3.85 573.65 11.79 1.05 156.45 11,301.09 5,981.14 21,745.63 39,028.00 4.00 0.23 0.00 4.23 10 1.75
3.89 578.87 12.97 1.11 165.39 11,946.87 6,335.97 23,943.49 42,227.00 4.00 0.25 0.00 4.25 11 1.85
3.90 580.36 14.27 1.14 169.86 12,269.76 6,491.61 26,137.36 44,899.00 4.00 0.25 0.00 4.25 12 1.90
3.90 580.36 15.69 1.23 183.27 13,238.42 7,063.63 28,340.69 48,643.00 4.00 0.30 0.00 4.30 13 2.05
3.84 572.25 17.26 1.33 198.47 14,336.24 7,605.56 30,546.38 52,489.00 4.00 0.30 0.00 4.30 14 2.22
3.74 557.47 18.99 1.42 212.24 15,330.74 8,098.82 32,751.27 56,181.00 4.00 0.30 0.00 4.30 15 2.37
3.59 535.30 20.89 1.52 226.18 16,338.15 8,600.75 34,957.03 59,896.00 4.00 0.30 0.00 4.30 16 2.53
3.40 507.14 22.97 1.61 239.59 17,306.82 9,085.54 37,163.02 63,556.00 4.00 0.30 0.00 4.30 17 2.68

GRP_Pipe-A Page: 9
 Iteam Material
Pipe price 1
Boxing 0.57
Shall Ballah 0.60
Steel sheet pile 0.85
Sand bedding 0.69
Local carrying
Earth cutting including of road
Pipe installation
Back filling
Site cleaning
Temporary road restoration

3596.4

*back filling and road restoration should be the same

Labour Equipment page
1
0.37 0.06 1
0.32 0.08 1 94
0.075 0.075 1
0.12 0.19 1 97
0.05 0.95 1
0.96 0.04 1 92+93
1 1
1 1 99
1 1
0.82 0.18 1 99

1581.32 878.18 6055.90

 Analysis of Rates: Sewer Pipelines of Grade-A using GRP Pipes
Updated date: 21/08/2020
Earth cutting including dismantling of
road (E1) Boxing Shall bollah
Price/
Diameter Local Carrying/ meter Pipe installation
Unit meter
Quantity Cost *1
Quantity Cost*1 Quantity

(mm) (Tk) (Tk) (cum) (Tk) (Tk.) (cum) (Tk) (m)

1 2 3 4 5 6 7 8 9 10
GRP Pipe (upto 3.00 meter)

Quantity*Earth The pipe laying cost

2*Depth*thick mango wood
Local carrying is the 30% work Mid Stiff (10+2.56) was assumed width*(depth/1.
200 m 2213.00 1*width*depth ness+2*(dept planck 23000tk
of price/meter Clay,3m=527.1 keeping similarity with 5+1)
h/1.5+1)*area per m3
(Basic D65) WASA rate analysis

200 m 2213.00 2213*0.3=663.90 1*0.90*3.15=2.835 2.835*185.92 but kept low considering

2*3.15*.038+2*(3.15/1.5+1)*.05^2
.25*23000/4 .9*(3.15/1.5+1)
bulk volume of work.

200 m 2213.00 663.9 2.835 527.0832 12.5 0.25 1437.5 2.79

Shall bollah

Cost*1

(Tk)
11

Per m of Shall
bollah

and
considering 4
times reuse.

412.92
 Steel sheet piles CC bedding (Cement Concrete) Sand bedding and topping (S3+S4) Back filling (S2)

Quantity Cost*1 Quantity Cost*1 Quantity Cost Tk.*1 Quantity Cost*1

(sqm) (Tk) (cum) (Tk) (cum) (Tk) (cum) (Tk)

12 13 14 15 16 17 18 19

1*(Depth-Sand Bedding-Pipe
1*(sand bedding+pipe 0.55*sand filling 1.71*Earth filling (Basic
dia/1000-300/1000-
dia+300/1000)*0.9-pi*Pipe dia2/4) FM 1.2 (Basic D71) 600/1000)*width
D69)
This bedding is used for type B GRP
pipe

1*((.15+200/1000+300/1000)*.9- 1*(3.15-.15-200/1000-
0.55*913=505.42 300/1000- 1.71*149=254.79
pi*(200/1000)2/4)=0.55
600/1000)*0.90=1.71

0.55 502.15 1.71 254.79

 Temp Road Restoration (S1)
Site cleaning Cost Cost
Road cutting Fee to DCC
Quantity Cost *1

(Tk.) (cum) (Tk) (Tk.) (Tk.)

20 21 22 23 24 25

Earth cutting cost+boxing+shall

The rate of site cleaning for 200mm dia width*Bituminous Road bollah+steel sheet+CC
volume*earth
pipe has been assumed Tk. 5.00 and a 1*Road depth*width depth over 2.5 to 4.0 m bedding+sand bedding and
filling (Basic D69)
factor of paid by Organization topping+back filling=Total earth
work

1.1 was considered for next incremental 1*600/1000*.9=.54 .54*149 .9*6457.77

size of the pipes.

5.0 0.54 80.46 5811.993 3080.98 2974.86

Total cost

(Tk.)
26

11867.83
 Total including
Material Labour Equipment Total Road cutting
charge

27 28 29 30.00 31.00

Local carrying/meter*.05+earth cutting

including dismantaling of road*.96+Pipe
Price/meter+boxing*.57+shall
installation+boxing*.37+shall Material+Labour+Equipme Total+Road cutting
bollah*.6+steel sheet pile*0.85+sand Local carrying/meter*.95+earth cutting
bollah*.32+sheet piles*.0075+sand nt fee
bedding*.69 including dismentaling of
bedding and topping*.12+back filling+site
cleaning+temporary road restoration*.82 road*.04+boxing*.06+shall
bollah*.08+steel sheet piles*.075+sand
bedding and topping*.19+temporary road
restoration*.18

3596.40 1581.32 878.18 6055.90 11867.89

 Analysis of Rates: R.C.C Manhole Rectangular

Item No. Item description Calculations Unit Quantity Rate (BDT)

1.0 Dismentling of existing grade 2.088 cum 2.09 226.00

2.0 Earth Work 25.752 cum 25.75 186.00
3.0 Brick Flat Soling 6.960 sqm 6.96 420.00
4.0 Plain Cement Concrete
Base 0.696
Benching 3.300
Cradle 0.063
Total 4.059 cum 4.06 7,643.00
5.0 Reinforced Cement Concrete
Wall 8.118 cum
Bottom 1.638 cum
Collar 1.553 cum
Total 11.309 cum 11.31 7,517.00
6.0 M.S. Bar
Base 117.600 m
Wall 492.000 m
Collar 117.600 m
Total 727.200 m
> 1148.249 kg 1148.25 82.00
7.0 Epoxy paint
Wall 13.300
Bottom 3.000
Total 16.300 sqm 16.30 978.00
8 200 Micron Polythene film
18.800 sqm 18.80 42.00

9 Sheet pile
21.2 sqm 21.20 609.00
10 Manhole Cover (600mm dia)
 1 No. 1.00 5000
11 Aluminium Manhole Steps
11 Nos. 11.00 300
12 Pipes (GRP)
1000 mm 1.9 m
500 mm 0.7 m
300 mm 0.6 m
3.2 m 3.20 7,807.00
Total

Av Depth 4m
Av Depth 6m

This plastic film is used to separate areas, to hold items, or to protect surfaces from paint or per
ngular
Dimensions (m)

Internal Internal Wall

Amount (BDT) Depth, D Side A Side B Thick, t1
Material Labour Machine 4.000 2.000 1.500 0.300
472.34 448.72 23.62
4,789.50 4,645.82 143.69
2,923.20 2,397.02 467.71 58.46

31,030.58 25,445.08 4,654.59 930.92

85,017.27 57,811.74 12,752.59 14,452.94

94,156.50 84,740.85 8,474.09 1,883.13

15,941.40 11,158.98 4,782.42 -

789.60 631.68 157.92 -

12,910.80 10,974.18 970.89 968.31

 5,000.00 4,650.00 250.00 100.00

3,300.00 3,135.00 165.00 -

24,982.40 24,982.40
281,313.59 225,926.93 37,769.74 18,561.06

281,313.59 80% 13% 7%

385,898.17 79% 14% 7%

tect surfaces from paint or permanent damage. Polyethylene film (poly film) is used in a variety of applications suc
 Existing
Bottom Top Slab CC, Thick, Pipe dia, Pipe dia, Pipe dia, Bench Grade Manhole Re bar
Thick, t2 Thick, t3 t4 d1 d2 d3 invert, Thick, dia Spacing
0.300 0.300 0.100 1.000 0.500 0.300 1.100 0.300 0.600 0.200
ety of applications such as packaging, plastic bags, labels, building construction, landscaping, and electrical fabricat
N16
weight E/W
kg/m Clearance
1.579 0.150
ng, and electrical fabrication
0
 Analysis of Rates: R.C.C Drop Manhole Rectangular

Item No. Item description Calculations Unit Quantity Rate (BDT)

1.0 Dismentling of existing grade 2.088 cum 2.09 226.00

2.0 Earth Work 27.792 cum 27.79 186.00
3.0 Brick Flat Soling 6.960 sqm 6.96 420.00
4.0 Plain Cement Concrete
Base 0.696
Benching 3.300
Cradle 0.063
Drop Structure 0.995
Total 5.054 cum 5.05 7,643.00
5.0 Reinforced Cement Concrete
Wall 8.118 cum
Bottom 1.638 cum
Collar 1.553 cum
Total 11.309 cum 11.31 7,517.00
6.0 M.S. Bar
Base 117.600 m
Wall 492.000 m
Collar 117.600 m
Total 727.200 m
> 1148.249 kg 1148.25 82.00
7.0 Epoxy paint
Wall 13.300
Bottom 3.000
Total 16.300 sqm 16.30 978.00
8 200 Micron Polythene film
18.800 sqm 18.80 42.00

9 Sheet pile
 21.2 sqm 21.20 609.00
10 Manhole Cover (600mm dia)
1 No. 1.00 5000
11 Aluminium Manhole Steps
11 Nos. 11.00 300
12 Pipes (GRP)
1000 mm 1.9 m
500 mm 0.7 m
300 mm 0.6 m
3.2 m 3.20 7,807.00

13 Tee 1 No. 1.00 63000

14 Bend 1 No. 1.00 21000

15 Pipes (GRP) 1m 1.00 7,807.00

Total

Av Depth 4m
Av Depth 6m
Rectangular
Dimensions (m)

Internal Internal Wall

Amount (BDT) Depth, D Side A Side B Thick, t1
Material Labour Machine 4.000 2.000 1.500 0.300
472.34 448.72 23.62
5,168.94 5,013.87 155.07
2,923.20 2,397.02 467.71 58.46

38,597.15 31,649.66 5,789.57 1,157.91

85,017.27 57,811.74 12,752.59 14,452.94

94,156.50 84,740.85 8,474.09 1,883.13

15,941.40 11,158.98 4,782.42 -

789.60 631.68 157.92 -

 12,910.80 10,974.18 970.89 968.31

5,000.00 4,650.00 250.00 100.00

3,300.00 3,135.00 165.00 -

24,982.40

63,000.00

21,000.00

7,807.00
381,066.60 116,789.40
323,938.52 39,272.79 18,799.44
381,066.60 85% 10% 5%
489,738.83 83% 12% 5%
 Existing
Bottom Top Slab CC, Thick, Pipe dia, Pipe dia, Pipe dia, Bench Grade Manhole Re bar
Thick, t2 Thick, t3 t4 d1 d2 d3 invert, Thick, dia Spacing
0.300 0.300 0.100 1.000 0.500 0.300 1.100 0.300 0.600 0.200
N16
weight E/W
kg/m Clearance
1.579 0.150
Case of D200mm GRP Pipes
Unit : mm

Soil Pavement (S1) 600

Natural Soil (S2)

1,900

3,150
Sand Backfill (S3) 300

350 350

Sand Beding (S4) 150

900

Width=0.9m
 Quantity Calculation

S1 = 0.540 m2
S2 = 1.710 m2
S3 = 0.419 m2
S4 = 0.135 m2

Excavation 2.835 m2