Page 1 of 18

GREEN LINE BUS RAPID TRANSIT SYSTEM FROM KESC POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

CONTRACT PACKAGE # KAR/BRTS/GL/06

Abstract

Type-A : 1) CIVIL WORK a) Structre Work (Station)

Revised
Actual Executed Remaining Contract
Actual Total Saving
Pay
Item Item Description Unit Remarks Rate
Previous Current
No Qty Amount % Qty Amount % Amount % Qty Amount Qty Amount % Qty Amount %
week Qty week Qty

CONCRETE WORKS (SUPER STRUCTURE)

Providing and laying RCC cement concrete with
Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
1 to supplier instruction) where required using OPC
cement & approved quarry of crushed stone 25 mm (1
inch) and down gauge with approved quarry of sand
having 28 days preliminary

a Station Platform/ Slab i/c Projections (35 Mpa 5000 Psi) Cum 905.824 17,301,238 100.00% 905.824 17,301,238 100.00% 19,100 960 18,336,000 905.824 17,301,238 94.357% 54.176 1,034,762 5.643%

b Station Platform Beam /Wall/Purdi (35 Mpa 5000 Psi) Cum 216.104 4,430,132 100.00% 216.104 4,430,132 100.00% 20,500 350 7,175,000 216.104 4,430,132 61.744% 133.896 2,744,868 38.256%

STEEL REINFORCEMENT BARS - -

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position
etc., straight or curved deformed steel bar
reinforcement having minimum yield strength 414 Mpa
2 - -
(60 ksi or 60,000 Psi), including cost of G.I binding wire
18 SWG, chairs, wastages, precast c.c. spacers and
welding where required to be followed ASTM A615
standard

a Super-Structure M.Ton 209.480 23,671,240 100.00% 209.480 23,671,240 100.00% 113,000 230 25,990,000 209.480 23,671,240 91.078% 20.520 2,318,760 8.922%

STRUCTURAL STEEL WORKS

- -
(DESIGN BUILT FOR BUS STATION)
Providing, cutting, fabricating, erecting, placing and
installing, fixing in position steel structure works (Design
built for bus station) with complete engineering design,
method statement, shop drawings, all design
calculations, and drawings to be submitted to the
3 Sqm 10,083.256 151,248,840 100.00% 9,746.853 146,202,801 96.66% 336.403 5,046,039 3.336% 336.403 15,000 10,800 162,000,000 10,083.256 151,248,840 93.363% 716.744 10,751,160 6.637%
engineer and local authority for the approval (without
any additional cost) including supplying complete 3 Nos
or required sets of the design & drawing to the Engineer
plus all sets to the local authority as per it's
requirements
Total Station Work 196,651,450 191,605,411 97.434% ### 2.566% 213,501,000 196,651,450 92.108% 16,849,550 7.892%
 Page 2 of 18

C POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

AGE # KAR/BRTS/GL/06

stract

GL-06 (IPC No.-17)

Increase
Remarks
Qty Amount %

-
 BALANCE QUANTITY DETAILS
GREEN LINE BRTS - GL-06
STATION # 2A (KDA CHOWRANGI)
CIVIL WORK a) Structre Work (Station) Date: 04-08-2020
Revised
Pay Actual Executed Remaining Contract Actual Total Saving
Item Item Description Unit Remarks Rate
No Qty Amount % Qty Amount % Previous Amount % Current Qty Amount Qty Amount % Qty Amount %
week Qty week Qty

CONCRETE WORKS (SUPER STRUCTURE)

Providing and laying RCC cement concrete with
Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
1 to supplier instruction) where required using OPC
cement & approved quarry of crushed stone 25 mm (1
inch) and down gauge with approved quarry of sand
having 28 days preliminary

a Station Platform/ Slab i/c Projections (35 Mpa 5000 Psi) Cum 113.228 2,162,655 100.00% 113.228 2,162,655 100.00% 19,100 120 2,292,000 113.228 2,162,655 94.357% 6.772 129,345 5.643%

b Station Platform Beam /Wall/Purdi (35 Mpa 5000 Psi) Cum 27.013 553,767 100.00% 27.013 553,767 100.00% 20,500 44 896,875 27.013 553,767 61.744% 16.737 343,108 38.256%

STEEL REINFORCEMENT BARS - -

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position
etc., straight or curved deformed steel bar
reinforcement having minimum yield strength 414 Mpa
2 - -
(60 ksi or 60,000 Psi), including cost of G.I binding wire
18 SWG, chairs, wastages, precast c.c. spacers and
welding where required to be followed ASTM A615
standard

a Super-Structure M.Ton 26.185 2,958,905 100.00% 26.185 2,958,905 100.00% 113,000 29 3,248,750 26.185 2,958,905 91.078% 2.565 289,845 8.922%

STRUCTURAL STEEL WORKS

- -
(DESIGN BUILT FOR BUS STATION)
Providing, cutting, fabricating, erecting, placing and
installing, fixing in position steel structure works (Design
built for bus station) with complete engineering design, Waiting. Area Roof
method statement, shop drawings, all design flashing, Station gutter
calculations, and drawings to be submitted to the
Welding, Flashing,
3 Sqm 1,260.407 18,906,105 100.00% 1,222.595 18,338,922 97.00% 37.812 567,183 3.000% 37.812 reviting, Glass block 15,000 1,350 20,250,000 1,260.407 18,906,105 93.363% 89.593 1,343,895 6.637%
engineer and local authority for the approval (without M.S Frame, Paint,
any additional cost) including supplying complete 3 Nos Reducer Pipes &
or required sets of the design & drawing to the Engineer Stiffneres incomplete
plus all sets to the local authority as per it's
requirements

Total Station Work 24,581,431 24,014,248 567,183 26,687,625 24,581,431 92.108% 2,106,194 7.892%
 GL-06 (IPC No.-17)

Increase
Remarks
Qty Amount %

-
 BALANCE QUANTITY DETAILS
GREEN LINE BRTS - GL-06
STATION # 3A (KARIMI CHOWRANGI)
CIVIL WORK a) Structre Work (Station) Date: 04-08-2020
Revised
Pay Actual Executed Remaining Contract Actual Total Saving Increase
Item Item Description Unit Remarks Rate
Previous Current
No Qty Amount % Qty Amount % Amount % Qty Amount Qty Amount % Qty Amount % Qty
week Qty week Qty
CONCRETE WORKS (SUPER STRUCTURE)
Providing and laying RCC cement concrete with
Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
1 to supplier instruction) where required using OPC
cement & approved quarry of crushed stone 25 mm (1
inch) and down gauge with approved quarry of sand
having 28 days preliminary

a Station Platform/ Slab i/c Projections (35 Mpa 5000 Psi) Cum 113.228 2,162,655 100.00% 113.228 2,162,655 100.00% 19,100 120 2,292,000 113.228 2,162,655 94.357% 6.772 129,345 5.643%

b Station Platform Beam /Wall/Purdi (35 Mpa 5000 Psi) Cum 27.013 553,767 100.00% 27.013 553,767 100.00% 20,500 44 896,875 27.013 553,767 61.744% 16.737 343,108 38.256%

STEEL REINFORCEMENT BARS - -

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position
etc., straight or curved deformed steel bar
reinforcement having minimum yield strength 414 Mpa
2 - -
(60 ksi or 60,000 Psi), including cost of G.I binding wire
18 SWG, chairs, wastages, precast c.c. spacers and
welding where required to be followed ASTM A615
standard

a Super-Structure M.Ton 26.185 2,958,905 100.00% 26.185 2,958,905 100.00% 113,000 29 3,248,750 26.185 2,958,905 91.078% 2.565 289,845 8.922%

STRUCTURAL STEEL WORKS

- -
(DESIGN BUILT FOR BUS STATION)
Providing, cutting, fabricating, erecting, placing and
installing, fixing in position steel structure works (Design
built for bus station) with complete engineering design, Waiting. Area Roof
method statement, shop drawings, all design flashing, Station gutter
calculations, and drawings to be submitted to the
Welding, Flashing,
3 Sqm 1,260.407 18,906,105 100.00% 1,240.745 18,611,170 98.44% 19.662 294,935 1.560% 19.662 reviting, Glass block 15,000 1,350 20,250,000 1,260.407 18,906,105 93.363% 89.593 1,343,895 6.637%
engineer and local authority for the approval (without M.S Frame, Paint,
any additional cost) including supplying complete 3 Nos Reducer Pipes &
or required sets of the design & drawing to the Engineer Stiffneres incomplete
plus all sets to the local authority as per it's
requirements
Total Station Work 24,581,431 24,286,496 294,935 26,687,625 24,581,431 92.108% 2,106,194 7.892%
 GL-06 (IPC No.-17)

Increase
Remarks
Amount %

-
 BALANCE QUANTITY DETAILS
GREEN LINE BRTS - GL-06
STATION # 4A (SURJANI CHOWRANGI)
CIVIL WORK a) Structre Work (Station) Date: 04-08-2020

Actual Executed Remaining

Pay
Item Item Description Unit Remarks
Previous Current
No Qty Amount % Qty Amount % Amount %
week Qty week Qty

CONCRETE WORKS (SUPER STRUCTURE)

Providing and laying RCC cement concrete with
Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
1 to supplier instruction) where required using OPC
cement & approved quarry of crushed stone 25 mm (1
inch) and down gauge with approved quarry of sand
having 28 days preliminary

a Station Platform/ Slab i/c Projections (35 Mpa 5000 Psi) Cum 113.228 2,162,655 100.00% 113.228 2,162,655 100.00%

b Station Platform Beam /Wall/Purdi (35 Mpa 5000 Psi) Cum 27.013 553,767 100.00% 27.013 553,767 100.00%

STEEL REINFORCEMENT BARS - -

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position
etc., straight or curved deformed steel bar
reinforcement having minimum yield strength 414 Mpa
2 - -
(60 ksi or 60,000 Psi), including cost of G.I binding wire
18 SWG, chairs, wastages, precast c.c. spacers and
welding where required to be followed ASTM A615
standard

a Super-Structure M.Ton 26.185 2,958,905 100.00% 26.185 2,958,905 100.00%

STRUCTURAL STEEL WORKS

- -
(DESIGN BUILT FOR BUS STATION)
Providing, cutting, fabricating, erecting, placing and
installing, fixing in position steel structure works (Design Waiting. Area Roof
built for bus station) with complete engineering design, flashing, Station
method statement, shop drawings, all design gutter Welding,
calculations, and drawings to be submitted to the Flashing, reviting,
3 Sqm 1,260.407 18,906,105 100.00% 1,215.537 18,233,048 96.44% 44.870 673,057 3.560% 44.870 Glass block M.S
engineer and local authority for the approval (without
any additional cost) including supplying complete 3 Nos Frame, Paint,
or required sets of the design & drawing to the Engineer Reducer Pipes &
plus all sets to the local authority as per it's Stiffneres incomplete
requirements
Total Station Work 24,581,431 23,908,374 673,057
TY DETAILS
S - GL-06
NI CHOWRANGI)
GL-06 (IPC No.-17)

Revised
Contract
Actual Total Saving Increase
Rate Remarks
Qty Amount Qty Amount % Qty Amount % Qty Amount %

19,100 120 2,292,000 113.228 2,162,655 94.357% 6.772 129,345 5.643%

20,500 44 896,875 27.013 553,767 61.744% 16.737 343,108 38.256%

113,000 29 3,248,750 26.185 2,958,905 91.078% 2.565 289,845 8.922%

15,000 1,350 20,250,000 1,260.407 18,906,105 93.363% 89.593 1,343,895 6.637%

26,687,625 24,581,431 92.108% 2,106,194 7.892% -

 BALANCE QUANTITY DETAILS
GREEN LINE BRTS - GL-06
STATION # 5A (2 MINUTE CHOWRANGI)
CIVIL WORK a) Structre Work (Station) Date: 04-08-2020
Revised
Pay
Actual Executed Remaining Contract
Actual Total Saving Increase
Item Item Description Unit Remarks Rate
Previous Current
No Qty Amount % Qty Amount % week Qty Amount % week Qty Qty Amount Qty Amount % Qty Amount % Qty

CONCRETE WORKS (SUPER STRUCTURE)

Providing and laying RCC cement concrete with
Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
1 to supplier instruction) where required using OPC
cement & approved quarry of crushed stone 25 mm (1
inch) and down gauge with approved quarry of sand
having 28 days preliminary

a Station Platform/ Slab i/c Projections (35 Mpa 5000 Psi) Cum 113.228 2,162,655 100.00% 113.228 2,162,655 100.00% 19,100 120 2,292,000 113.228 2,162,655 94.357% 6.772 129,345 5.643%

b Station Platform Beam /Wall/Purdi (35 Mpa 5000 Psi) Cum 27.013 553,767 100.00% 27.013 553,767 100.00% 20,500 44 896,875 27.013 553,767 61.744% 16.737 343,108 38.256%

STEEL REINFORCEMENT BARS - -

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position
etc., straight or curved deformed steel bar
reinforcement having minimum yield strength 414 Mpa
2 - -
(60 ksi or 60,000 Psi), including cost of G.I binding wire
18 SWG, chairs, wastages, precast c.c. spacers and
welding where required to be followed ASTM A615
standard

a Super-Structure M.Ton 26.185 2,958,905 100.00% 26.185 2,958,905 100.00% 113,000 29 3,248,750 26.185 2,958,905 91.078% 2.565 289,845 8.922%

STRUCTURAL STEEL WORKS

- -
(DESIGN BUILT FOR BUS STATION)
Providing, cutting, fabricating, erecting, placing and
installing, fixing in position steel structure works (Design
built for bus station) with complete engineering design, Waiting. Area Roof
method statement, shop drawings, all design flashing, Station gutter
calculations, and drawings to be submitted to the
Welding, Flashing,
3 Sqm 1,260.407 18,906,105 100.00% 1,209.991 18,149,861 96.00% 50.416 756,244 4.000% 50.416 reviting, Glass block 15,000 1,350 20,250,000 1,260.407 18,906,105 93.363% 89.593 1,343,895 6.637%
engineer and local authority for the approval (without M.S Frame, Paint,
any additional cost) including supplying complete 3 Nos Reducer Pipes &
or required sets of the design & drawing to the Engineer Stiffneres incomplete
plus all sets to the local authority as per it's
requirements
Total Station Work 24,581,431 23,825,187 756,244 26,687,625 24,581,431 92.108% 2,106,194 7.892%
 GL-06 (IPC No.-17)

Increase
Remarks
Amount %

-
 BALANCE QUANTITY DETAILS
GREEN LINE BRTS - GL-06
STATION # 6A (2400 ROAD)
CIVIL WORK a) Structre Work (Station) Date: 04-08-2020
Revised
Actual Executed Remaining Contract
Actual Total Saving Increase
Pay
Item Item Description Unit Remarks Rate
Previous Current
No Qty Amount % Qty Amount % week Qty Amount % week Qty Qty Amount Qty Amount % Qty Amount % Qty

CONCRETE WORKS (SUPER STRUCTURE)

Providing and laying RCC cement concrete with
Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
1 to supplier instruction) where required using OPC
cement & approved quarry of crushed stone 25 mm (1
inch) and down gauge with approved quarry of sand
having 28 days preliminary

a Station Platform/ Slab i/c Projections (35 Mpa 5000 Psi) Cum 113.228 2,162,655 100.00% 113.228 2,162,655 100.00% 19,100 120 2,292,000 113.228 2,162,655 94.357% 6.772 129,345 5.643%

b Station Platform Beam /Wall/Purdi (35 Mpa 5000 Psi) Cum 27.013 553,767 100.00% 27.013 553,767 100.00% 20,500 44 896,875 27.013 553,767 61.744% 16.737 343,108 38.256%

STEEL REINFORCEMENT BARS - -

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position
etc., straight or curved deformed steel bar
reinforcement having minimum yield strength 414 Mpa
2 - -
(60 ksi or 60,000 Psi), including cost of G.I binding wire
18 SWG, chairs, wastages, precast c.c. spacers and
welding where required to be followed ASTM A615
standard

a Super-Structure M.Ton 26.185 2,958,905 100.00% 26.185 2,958,905 100.00% 113,000 29 3,248,750 26.185 2,958,905 91.078% 2.565 289,845 8.922%

STRUCTURAL STEEL WORKS

- -
(DESIGN BUILT FOR BUS STATION)
Providing, cutting, fabricating, erecting, placing and
installing, fixing in position steel structure works (Design
built for bus station) with complete engineering design, Waiting. Area Roof
method statement, shop drawings, all design flashing, Station gutter
calculations, and drawings to be submitted to the
Welding, Flashing,
3 Sqm 1,260.407 18,906,105 100.00% 1,222.595 18,338,922 97.00% 37.812 567,183 3.000% 37.812 reviting, Glass block 15,000 1,350 20,250,000 1,260.407 18,906,105 93.363% 89.593 1,343,895 6.637%
engineer and local authority for the approval (without M.S Frame, Paint,
any additional cost) including supplying complete 3 Nos Reducer Pipes &
or required sets of the design & drawing to the Engineer Stiffneres incomplete
plus all sets to the local authority as per it's
requirements
Total Station Work 24,581,431 24,014,248 567,183 26,687,625 24,581,431 92.108% 2,106,194 7.892%
 GL-06 (IPC No.-17)

Increase
Remarks
Amount %

-
 BALANCE QUANTITY DETAILS
GREEN LINE BRTS - GL-06
STATION # 7A (POWER HOUSE CHOWRANGI)
CIVIL WORK a) Structre Work (Station) Date: 04-08-2020
Revised
Pay Actual Executed Remaining Contract
Actual Total Saving Increase
Item Item Description Unit Remarks Rate
Previous Current
No Qty Amount % Qty Amount % week Qty Amount % week Qty Qty Amount Qty Amount % Qty Amount % Qty

CONCRETE WORKS (SUPER STRUCTURE)

Providing and laying RCC cement concrete with
Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
1 to supplier instruction) where required using OPC
cement & approved quarry of crushed stone 25 mm (1
inch) and down gauge with approved quarry of sand
having 28 days preliminary

a Station Platform/ Slab i/c Projections (35 Mpa 5000 Psi) Cum 113.228 2,162,655 100.00% 113.228 2,162,655 100.00% 19,100 120 2,292,000 113.228 2,162,655 94.357% 6.772 129,345 5.643%

b Station Platform Beam /Wall/Purdi (35 Mpa 5000 Psi) Cum 27.013 553,767 100.00% 27.013 553,767 100.00% 20,500 44 896,875 27.013 553,767 61.744% 16.737 343,108 38.256%

STEEL REINFORCEMENT BARS - -

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position
etc., straight or curved deformed steel bar
reinforcement having minimum yield strength 414 Mpa
2 - -
(60 ksi or 60,000 Psi), including cost of G.I binding wire
18 SWG, chairs, wastages, precast c.c. spacers and
welding where required to be followed ASTM A615
standard

a Super-Structure M.Ton 26.185 2,958,905 100.00% 26.185 2,958,905 100.00% 113,000 29 3,248,750 26.185 2,958,905 91.078% 2.565 289,845 8.922%

STRUCTURAL STEEL WORKS

- -
(DESIGN BUILT FOR BUS STATION)
Providing, cutting, fabricating, erecting, placing and
installing, fixing in position steel structure works (Design
built for bus station) with complete engineering design, Waiting. Area Roof
method statement, shop drawings, all design flashing, Station gutter
calculations, and drawings to be submitted to the
Welding, Flashing,
3 Sqm 1,260.407 18,906,105 100.00% 1,226.502 18,397,531 97.31% 33.905 508,574 2.690% 33.905 reviting, Glass block 15,000 1,350 20,250,000 1,260.407 18,906,105 93.363% 89.593 1,343,895 6.637%
engineer and local authority for the approval (without M.S Frame, Paint,
any additional cost) including supplying complete 3 Nos Reducer Pipes &
or required sets of the design & drawing to the Engineer Stiffneres incomplete
plus all sets to the local authority as per it's
requirements
Total Station Work 24,581,431 24,072,857 508,574 26,687,625 24,581,431 92.108% 2,106,194 7.892%
 GL-06 (IPC No.-17)

Increase
Remarks
Amount %

-
 BALANCE QUANTITY DETAILS
GREEN LINE BRTS - GL-06
STATION # 8A (4200 ROAD)
CIVIL WORK a) Structre Work (Station) Date: 04-08-2020
Revised
Actual Executed Remaining Contract
Actual Total Saving
Pay
Item Item Description Unit Remarks Rate
Previous Current
No Qty Amount % Qty Amount % Amount % Qty Amount Qty Amount % Qty
week Qty week Qty

CONCRETE WORKS (SUPER STRUCTURE)

Providing and laying RCC cement concrete with
Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
1 to supplier instruction) where required using OPC
cement & approved quarry of crushed stone 25 mm (1
inch) and down gauge with approved quarry of sand
having 28 days preliminary

a Station Platform/ Slab i/c Projections (35 Mpa 5000 Psi) Cum 113.228 2,162,655 100.00% 113.228 2,162,655 100.00% 19,100 120 2,292,000 113.228 2,162,655 94.357% 6.772

b Station Platform Beam /Wall/Purdi (35 Mpa 5000 Psi) Cum 27.013 553,767 100.00% 27.013 553,767 100.00% 20,500 44 896,875 27.013 553,767 61.744% 16.737

STEEL REINFORCEMENT BARS - -

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position
etc., straight or curved deformed steel bar
reinforcement having minimum yield strength 414 Mpa
2 - -
(60 ksi or 60,000 Psi), including cost of G.I binding wire
18 SWG, chairs, wastages, precast c.c. spacers and
welding where required to be followed ASTM A615
standard

a Super-Structure M.Ton 26.185 2,958,905 100.00% 26.185 2,958,905 100.00% 113,000 29 3,248,750 26.185 2,958,905 91.078% 2.565

STRUCTURAL STEEL WORKS

- -
(DESIGN BUILT FOR BUS STATION)
Providing, cutting, fabricating, erecting, placing and
installing, fixing in position steel structure works (Design
built for bus station) with complete engineering design, Waiting. Area Roof
method statement, shop drawings, all design flashing, Station gutter
calculations, and drawings to be submitted to the
Welding, Flashing,
3 Sqm 1,260.407 18,906,105 100.00% 1,222.595 18,338,922 97.00% 37.812 567,183 3.000% 37.812 reviting, Glass block 15,000 1,350 20,250,000 1,260.407 18,906,105 93.363% 89.593
engineer and local authority for the approval (without M.S Frame, Paint,
any additional cost) including supplying complete 3 Nos Reducer Pipes &
or required sets of the design & drawing to the Engineer Stiffneres incomplete
plus all sets to the local authority as per it's
requirements
Total Station Work 24,581,431 24,014,248 567,183 26,687,625 24,581,431 92.108%
 GL-06 (IPC No.-17)

Saving Increase
Remarks
Amount % Qty Amount %

129,345 5.643%

343,108 38.256%

289,845 8.922%

1,343,895 6.637%

2,106,194 7.892% -
 BALANCE QUANTITY DETAILS
GREEN LINE BRTS - GL-06
STATION # 9A (UP MORE)
CIVIL WORK a) Structre Work (Station) Date: 04-08-2020
Revised
Pay
Actual Executed Remaining Contract
Actual Total Saving Increase
Item Item Description Unit Remarks Rate
Previous Current
No Qty Amount % Qty Amount % week Qty Amount % week Qty Qty Amount Qty Amount % Qty Amount % Qty

CONCRETE WORKS (SUPER STRUCTURE)

Providing and laying RCC cement concrete with
Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
1 to supplier instruction) where required using OPC
cement & approved quarry of crushed stone 25 mm (1
inch) and down gauge with approved quarry of sand
having 28 days preliminary

a Station Platform/ Slab i/c Projections (35 Mpa 5000 Psi) Cum 113.228 2,162,655 100.00% 113.228 2,162,655 100.00% 19,100 120 2,292,000 113.228 2,162,655 94.357% 6.772 129,345 5.643%

b Station Platform Beam /Wall/Purdi (35 Mpa 5000 Psi) Cum 27.013 553,767 100.00% 27.013 553,767 100.00% 20,500 44 896,875 27.013 553,767 61.744% 16.737 343,108 38.256%

STEEL REINFORCEMENT BARS - -

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position
etc., straight or curved deformed steel bar
reinforcement having minimum yield strength 414 Mpa
2 - -
(60 ksi or 60,000 Psi), including cost of G.I binding wire
18 SWG, chairs, wastages, precast c.c. spacers and
welding where required to be followed ASTM A615
standard

a Super-Structure M.Ton 26.185 2,958,905 100.00% 26.185 2,958,905 100.00% 113,000 29 3,248,750 26.185 2,958,905 91.078% 2.565 289,845 8.922%

STRUCTURAL STEEL WORKS

- -
(DESIGN BUILT FOR BUS STATION)
Providing, cutting, fabricating, erecting, placing and
installing, fixing in position steel structure works (Design
built for bus station) with complete engineering design, Waiting. Area Roof
method statement, shop drawings, all design flashing, Station gutter
calculations, and drawings to be submitted to the
Welding, Flashing,
3 Sqm 1,260.407 18,906,105 100.00% 1,186.295 17,794,426 94.12% 74.112 1,111,679 5.880% 74.112 reviting, Glass block 15,000 1,350 20,250,000 1,260.407 18,906,105 93.363% 89.593 1,343,895 6.637%
engineer and local authority for the approval (without M.S Frame, Paint,
any additional cost) including supplying complete 3 Nos Reducer Pipes &
or required sets of the design & drawing to the Engineer Stiffneres incomplete
plus all sets to the local authority as per it's
requirements
Total Station Work 24,581,431 23,469,752 1,111,679 26,687,625 24,581,431 92.108% 2,106,194 7.892%
 GL-06 (IPC No.-17)

Increase
Remarks
Amount %