INFRASTRUCTURE DEVELOPMENT OF QUAID-E-AZAM BUSINESS PARK
(QABP), SHEIKHUPURA
Actual Material Prices for QABP Site Shiekhupura
MC (Jv)
Sr # Description Unit
Rate (Rs.)
1 Cement Bag 1,200
2 Sand (Harrow) Cft 125
3 Crush /Bajri Including 150 km Carriage at site Cft 135
4 Steel Ton 290,000
Quaid-e-Azam Industrial Estate
DESCRIPTION OF ITEM:
Item No.
Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement
/ Sulphate resisting cement / Slag cement as may be required; including screening,
washing of aggregates and mixing of constituents using batching plant, Transportation
by transit mixer, pouring with pump in the required proportions to achieve a nominal
cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the
cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as
approved and directed by the Engineer Incharge.
(c) Substructure without shuttering (Foundations,Raft,Strip and Footing
Beams)
(iv) 4000 Psi On Ground
Detail Unit Rate (British System) per Cft
Qty Rate Per Unit Amount (Rs.)
Analysis for 100 Cft
MATERIAL
1 Cement (Item No.06.008, P-1) 26.90 bags 1,090.00 per bag 29,320.52
2 Sand (Harro) (Item No.06.006, P-1) 46.40 Cft 9,860.00 % Cft 4,575.21
3 Bajri (Item No.06.011, P-1) 73.97 Cft 6,500.00 % Cft 4,808.30
4 Kail Wood for shuttering (Item No.12.005, P-1) 0.19 Cft. 3,600.00 P. Cft 684.00
5 Bolts, nuts & nails (Item No.12.148, P-1) 3.5 Kg. 200.00 Per Kg. 700.00
6 Oiling, greasing, surface of shuttering (Item No.01.002, P-1) 0.48 Kg. 300.00 Per Kg. 144.00
Total 40,232.03
Contractor's Profit & Overheads 20 Percent 8,046.41
Total 48,278.44
LABOUR
1 Mason (LB-040, P-1) 1.00 Nos. 1,650.00 per day 1,650.00
2 Cooly skilled (LB-024, P-1) 1.00 Nos. 1,650.00 per day 1,650.00
3 Coolies un-skilled (LB-015, P-1) 1.00 No. 1,260.00 per day 1,260.00
4 Bahisthi (LB-017, P-1) 1.00 No. 1,275.00 per day 1,275.00
Total 5,835.00
Sundries 10 Percent 583.50
Total 6,418.50
Contractor's Profit & Overheads 20 Percent 1,283.70
Total 7,702.20
MACHINARY
i) Working of Front End Loader(EQ-Addl. Item no 4,P-3) 0.08 hrs 6,756.00 Per Hour 540.48
ii) Working of Batching Plant for Concrete(EQ-Addl. Item no 15,P 0.12 hrs 7,157.00 Per Hour 858.84
iii) Working of Transit Mixer (EQ-Addl. Item no 16,P-3) 0.96 hrs 4,637.00 Per Hour 4,451.52
iv) Working of Concrete Pump for Pouring (EQ-Addl. Item no 17,P 0.16 hrs 3,864.00 Per Hour 618.24
v) Concrete Paver 0.09 hrs 11,049.00 Per Hour 993.10
Total 7,462.18
Total rate for 100 Cft 63,442.82
Rate per Cft 634.43
ITEM RATES
Labour rate per Cft Rs. 77.02 Say 77.00
Labour rate per Cum Rs. 2,720.42 Say 2,720.40
Composite rate per Cft Rs. 634.43 Say 634.45
Composite rate per Cum Rs. 22,408.00 Say 22,408.00
Quaid-e-Azam Business Park
DESCRIPTION OF ITEM:
Item No.
Providing and laying reinforced cement concrete, 4000 PSI Cylindrical Strength for
rigid pavement, using batching plant, transportation by transit mixer, pouring/placing
with mechanical concrete paver, using coarse sand (from Lawrencepur) and
screened graded washed aggregate,(from Sargodha querry including Carriage) in
required shape and design, including forms, moulds, shuttering, lifting, compacting,
curing compound, rendering and finishing exposed surface, including cost of
admixture and cleaning of lean concrete surface prior to laying of rigid pavement
concrete, Including carriage of course sand and aggregate/bajri, Complete in all
respect as per Drawings, specifications and as directed by The Engineer (but
excluding the cost of steel reinforcement, its fabrication and placing in position, etc.)
(c) Substructure (Foundations,Raft,Strip and Footing Beams)
(iv) 4000 Psi On Ground
Detail Unit Rate (British System) per Cft
Qty Rate Per Unit Amount (Rs.)
Analysis for 100 Cft
MATERIAL
1 Cement (Item No.06.008, P-1) 26.90 bags 1,090.00 per bag 29,320.52
2 Sand (Harrow) (Item No.06.006, P-1) 46.40 Cft 9,860.00 % Cft 4,575.21
3a Bajri (Item No.06.011, P-1) 73.97 Cft 6,500.00 % Cft 4,808.30
3b Carriage for 150 KM (20% Less Overheads & Profit ) 73.97 Cft 7,598.40 % Cft 5,620.83
4 Kail Wood for shuttering (Item No.12.005, P-1) 0.19 Cft. 3,600.00 P. Cft 684.00
5 Bolts, nuts & nails (Item No.12.148, P-1) 3.5 Kg. 200.00 Per Kg. 700.00
6 Oiling, greasing, surface of shuttering (Item No.01.002, P-1) 0.48 Kg. 300.00 Per Kg. 144.00
Total 45,852.86
Contractor's Profit & Overheads 20 Percent 9,170.57
Total 55,023.43
LABOUR
1 Mason (LB-040, P-1) 1.00 Nos. 1,650.00 per day 1,650.00
2 Cooly skilled (LB-024, P-1) 1.00 Nos. 1,650.00 per day 1,650.00
3 Coolies un-skilled (LB-015, P-1) 1.00 No. 1,260.00 per day 1,260.00
4 Bahisthi (LB-017, P-1) 1.00 No. 1,275.00 per day 1,275.00
Total 5,835.00
Sundries 10 Percent 583.50
Total 6,418.50
Contractor's Profit & Overheads 20 Percent 1,283.70
Total 7,702.20
MACHINARY
i) Working of Front End Loader(EQ-Addl. Item no 4,P-3) 0.08 hrs 6,756.00 Per Hour 540.48
ii) Working of Batching Plant for Concrete(EQ-Addl. Item no 15,P 0.12 hrs 7,157.00 Per Hour 858.84
iii) Working of Transit Mixer (EQ-Addl. Item no 16,P-3) 0.96 hrs 4,637.00 Per Hour 4,451.52
iv) Working of Concrete Pump for Pouring (EQ-Addl. Item no 17,P 0.16 hrs 3,864.00 Per Hour 618.24
v) Concrete Paver 0.09 hrs 11,049.00 Per Hour 993.10
Total 7,462.18
Total rate for 100 Cft 70,187.81
Rate per Cft 701.88
ITEM RATES
Labour rate per Cft Rs. 77.02 Say 77.00
Labour rate per Cum Rs. 2,720.42 Say 2,720.40
Composite rate per Cft Rs. 701.88 Say 701.90
Composite rate per Cum Rs. 24,790 Say 24,790
Quaid-e-Azam Industrial Estate
DESCRIPTION OF ITEM:
Item No.
Providing and laying reinforced cement concrete, 4000 PSI Cylindrical Strength for
rigid pavement, using batching plant, transportation by transit mixer, pouring/placing
with mechanical concrete paver, using coarse sand (from Lawrencepur) and
screened graded washed aggregate including Carriage at site,(from Sargodha querry)
in required shape and design, including forms, moulds, shuttering, lifting, compacting,
curing compound, rendering and finishing exposed surface, including cost of
admixture and cleaning of lean concrete surface prior to laying of rigid pavement
concrete, Including carriage of course sand and aggregate/bajri, Complete in all
respect as per Drawings, specifications and as directed by The Engineer (but
excluding the cost of steel reinforcement, its fabrication and placing in position, etc.)
(c) Substructure (Foundations,Raft,Strip and Footing Beams)
(iv) 4000 Psi On Ground
Detail Unit Rate (British System) per Cft
Qty Rate Per Unit Amount (Rs.)
Analysis for 100 Cft
MATERIAL
1 Cement (Item No.06.008, P-1) 26.90 bags 1,160.00 per bag 31,203.49
2 Sand (Harrow) (Item No.06.006, P-1) 46.40 Cft 13,000.00 % Cft 6,032.23
3a Bajri (Item No.06.011, P-1) 73.97 Cft 11,600.00 % Cft 8,580.96
4 Kail Wood for shuttering (Item No.12.005, P-1) 0.19 Cft. 3,600.00 P. Cft 684.00
5 Bolts, nuts & nails (Item No.12.148, P-1) 3.5 Kg. 200.00 Per Kg. 700.00
6 Oiling, greasing, surface of shuttering (Item No.01.002, P-1) 0.48 Kg. 300.00 Per Kg. 144.00
Total 47,344.68
Contractor's Profit & Overheads 20 Percent 9,468.94
Total 56,813.62
LABOUR
1 Mason (LB-040, P-1) 1.00 Nos. 1,650.00 per day 1,650.00
2 Cooly skilled (LB-024, P-1) 1.00 Nos. 1,650.00 per day 1,650.00
3 Coolies un-skilled (LB-015, P-1) 1.00 No. 1,260.00 per day 1,260.00
4 Bahisthi (LB-017, P-1) 1.00 No. 1,275.00 per day 1,275.00
Total 5,835.00
Sundries 10 Percent 583.50
Total 6,418.50
Contractor's Profit & Overheads 20 Percent 1,283.70
Total 7,702.20
MACHINARY
i) Working of Front End Loader(EQ-Addl. Item no 4,P-3) 0.08 hrs 6,756.00 Per Hour 540.48
ii) Working of Batching Plant for Concrete(EQ-Addl. Item no 15,P 0.12 hrs 7,157.00 Per Hour 858.84
iii) Working of Transit Mixer (EQ-Addl. Item no 16,P-3) 0.96 hrs 4,637.00 Per Hour 4,451.52
iv) Working of Concrete Pump for Pouring (EQ-Addl. Item no 17,P 0.16 hrs 3,864.00 Per Hour 618.24
v) Concrete Paver 0.09 hrs 11,049.00 Per Hour 993.10
Total 7,462.18
Total rate for 100 Cft 71,977.99
Rate per Cft 719.78
ITEM RATES
Labour rate per Cft Rs. 77.02 Say 77.00
Labour rate per Cum Rs. 2,720.42 Say 2,720.40
Composite rate per Cft Rs. 719.78 Say 719.80
Composite rate per Cum Rs. 25,423 Say 25,423
Quaid-e-Azam Industrial Estate
DESCRIPTION OF ITEM:
Item No.
Providing and laying reinforced cement concrete, 4000 PSI Cylindrical Strength for
rigid pavement, using batching plant, transportation by transit mixer, pouring/placing
with mechanical concrete paver, using coarse sand (from Lawrencepur) and
screened graded washed aggregate including Carriage at site,(from Sargodha querry)
in required shape and design, including forms, moulds, shuttering, lifting, compacting,
curing compound, rendering and finishing exposed surface, including cost of
admixture and cleaning of lean concrete surface prior to laying of rigid pavement
concrete, Including carriage of course sand and aggregate/bajri, Complete in all
respect as per Drawings, specifications and as directed by The Engineer (but
excluding the cost of steel reinforcement, its fabrication and placing in position, etc.)
(c) Substructure (Foundations,Raft,Strip and Footing Beams)
(iv) 4000 Psi On Ground
Detail Unit Rate (British System) per Cft
Qty Rate Per Unit Amount (Rs.)
Analysis for 100 Cft
MATERIAL
1 Cement (Item No.06.008, P-1) 26.90 bags 1,160.00 per bag 31,203.49
2 Sand (Harrow) (Item No.06.006, P-1) 46.40 Cft 13,000.00 % Cft 6,032.23
3a Bajri (Item No.06.011, P-1) 73.97 Cft 11,600.00 % Cft 8,580.96
4 Kail Wood for shuttering (Item No.12.005, P-1) 0.19 Cft. 3,600.00 P. Cft 684.00
5 Bolts, nuts & nails (Item No.12.148, P-1) 3.5 Kg. 200.00 Per Kg. 700.00
6 Oiling, greasing, surface of shuttering (Item No.01.002, P-1) 0.48 Kg. 300.00 Per Kg. 144.00
Total 47,344.68
Contractor's Profit & Overheads 20 Percent 9,468.94
Total 56,813.62
LABOUR
1 Mason (LB-040, P-1) 1.00 Nos. 1,650.00 per day 1,650.00
2 Cooly skilled (LB-024, P-1) 1.00 Nos. 1,650.00 per day 1,650.00
3 Coolies un-skilled (LB-015, P-1) 1.00 No. 1,260.00 per day 1,260.00
4 Bahisthi (LB-017, P-1) 1.00 No. 1,275.00 per day 1,275.00
Total 5,835.00
Sundries 10 Percent 583.50
Total 6,418.50
Contractor's Profit & Overheads 20 Percent 1,283.70
Total 7,702.20
MACHINARY
i) Working of Front End Loader(EQ-Addl. Item no 4,P-3) 0.08 hrs 6,756.00 Per Hour 540.48
ii) Working of Batching Plant for Concrete(EQ-Addl. Item no 15,P 0.12 hrs 7,157.00 Per Hour 858.84
iii) Working of Transit Mixer (EQ-Addl. Item no 16,P-3) 0.96 hrs 4,637.00 Per Hour 4,451.52
iv) Working of Concrete Pump for Pouring (EQ-Addl. Item no 17,P 0.16 hrs 3,864.00 Per Hour 618.24
v) Concrete Paver 0.09 hrs 11,049.00 Per Hour 993.10
Total 7,462.18
Total rate for 100 Cft 71,977.99
Rate per Cft 719.78
ITEM RATES
Labour rate per Cft Rs. 77.02 Say 77.00
Labour rate per Cum Rs. 2,720.42 Say 2,720.40
Composite rate per Cft Rs. 719.78 Say 719.80
Composite rate per Cum Rs. 25,423 Say 25,423
