Post on 23-Oct-2014
1 of 93
KARACHI METROPOLITAN CORPORATIONENGINEERING DEPARTMENT
SCHEDULE OF RATES -2012ROAD WORKS
2 of 93Approved..........................
DIRECTOR GENERALTECHNICAL SERVICES
KARACHI METROPOLITAN CORPORATION
ENGINEERING DEPARTMENT SCHEDULE OF RATES -2012
ROAD WORKSS/NO. DESCRIPTION OF WORKS UNIT RATE(Rs)
R-1
Sq.m. 10.81
R-2No. 231.88
R-3No. 602.50
R-4No. 2,501.25
R-5Cu.m. 413.63
R-6
Cu.m. 1,682.45
R-7
Cu.m. 236.93
R-8 Scarifying the existing road surface. Sq.m. 12.03
R-9Sq.m. 30.08
R-10
Cu.m. 646.30
R-11
Cu.m. 453.80
R-12
Cu.m. 357.55
R-13
Cu.m. 247.29
R-14
Cu.m. 289.68
Clearing and grubbing the site by cutting, uprooting and removing all rubbish and shrubs including disposal to (outside Municipal limits) designated places.
Removal of trees 150mm to 300mm girth including disposal to (outside Municipal limits) designated places.
Removal of trees 301mm to 600mm girth including disposal to (outside Municipal limits) designated places.
Removal of trees 601mm or over girth including disposal to (outside Municipal limits) designated places.
Dismantling of existing plain cement concrete including disposal of dismantled materials to designated places.
Dismantling of existing reinforced cement concrete including
separation of steel reinforcement, cleaning, straightening of
steel and disposal of dismantled materials to designated places.
Dismantling of existing asphalt concrete road including base, subbase and disposal of dismantled materials to designated places.
Making diagonal grooves on existing asphalt surfaces as per Vol-II & III of special specification.
Excavation in for road works in hard rock upto required depth and gradient including disposal of surplus / rejected excavated to designated places (outside Municipal limits).
Excavation for road work in medium rock upto required depth and gradient including disposal of surplus / rejected excavated to designated places. (Outside Municipal limits)
Excavation for road work in soft rock upto required depth and gradient including disposal of surplus / rejected excavated to designated places (outside Municipal limits).
Excavation for road work in normal soil upto required depth and gradient including disposal of surplus / rejected excavated to designated places. (Outside Municipal limits)
Excavation for road work in wet or silty soil required depth and gradient including disposal of surplus / rejected excavated to designated places. (Outside Municipal limits)
3 of 93Approved..........................
DIRECTOR GENERALTECHNICAL SERVICES
KARACHI METROPOLITAN CORPORATION
ENGINEERING DEPARTMENT SCHEDULE OF RATES -2012
ROAD WORKSS/NO. DESCRIPTION OF WORKS UNIT RATE(Rs)
R-15
Sq.m. 52.37
R-16
Sq.m. 156.69
R-17
Cu.m. 675.57
R-18
Cu.m. 1,108.86
R-19
Cu.m. 1,637.63
R-20
Cu.m. 337.10
R-21Cu.m. 421.75
R-22Cu.m. 450.31
R-23
Sq.m. 146.10
Preparation of sub-grade including cutting or filling to an average depth of 9", dressing to camber and consolidation with power roller for compaction 95% modified AASHTO density and achieving the design level.
Dressing and levelling of roadway excavated material to designated section including compaction by sheep foot roller and power roller with optimum moisture content to 90% modified AASHTO density in layers not more than 6 inches (150mm).
Providing, laying and compacting 300mm thick Granular Fill
with material having CBR value > 15% at 95% modified AASHTO density.Providing and laying Granular Sub-Base course as per (AASHTO)
standard specification including compacting to the required
density by approved mechanical means (vibratory roller road
packer and smooth wheel roller etc) i/c watering with all lead
and lift etc complete paid as per VOL-II & III of specification.
Providing and laying Aggregate base course CBR 80% as per (AASHTO) standard specification including compacting to the required density by approved mechanical means (vibratory roller road packer and smooth wheel roller etc) i/c watering with all lead and lift etc complete paid as per VOL-II & III of specifications.
Providing & laying 4" thick compacted stone metal using 1-1/2" to 3/4" broken stone ballast approved grade and quality including watering, leveling and compacting to required density etc.
Providing & laying stone soling 9" thick. including watering, leveling and compacting to required density etc.
Providing & laying stone soling 12" thick. including watering, leveling and compacting to required density etc.
Providing and spraying prime coat MC-70 cold applied Bitushield-M as per VOL-II & III of special specification paid according to drums @ site or Bill of Lading Sprayed with Distributor Truck. 50% Rate will be reduce if Sprayed with Hand Operated Boiler
4 of 93Approved..........................
DIRECTOR GENERALTECHNICAL SERVICES
KARACHI METROPOLITAN CORPORATION
ENGINEERING DEPARTMENT SCHEDULE OF RATES -2012
ROAD WORKSS/NO. DESCRIPTION OF WORKS UNIT RATE(Rs)
R-24
Sq.m. 39.75
R-25
Sq.m. 617.05
R-26
Sq.m. 715.23
R-27
Sq.m. 862.51
Providing and spraying tack coat MC-70 cold applied Bitushield-R as per VOL-II & III of special specification paid according to drums @ site or Bill of Lading. 20% Rate will be reduce if Sprayed with Hand Operated Boiler
Providing and laying asphalt concrete binder course compacted
thickness 5 Cms (50mm thick) as per approved job mix formula using crush
aggregate from hub sources or equivalent. Using asphalt of grade 60/70 during
laying temperature not less than 140C° compacted by steel wheel & PTR roller.
The procedure of laying binder course material & methodology shall fully comply
with AASHTO and as directed by the Engineer Incharge. Minimum bitumen
content should be 3.5% wearing course shall be spread using paver machine.
paid as per VOL-II & III pf specifications.Providing and laying asphalt concrete binder course compacted
thickness 6 Cms (60mm thick) as per approved job mix formula using crush
aggregate from hub sources or equivalent. Using asphalt of grade 60/70 during
laying temperature not less than 140C° compacted by steel wheel & PTR roller.
The procedure of laying binder course material & methodology shall fully comply
with AASHTO and as directed by the Engineer Incharge. Minimum bitumen
content should be 3.5% binder course shall be spread using paver machine. paid
as per VOL-II & III of special specification.
Providing and laying asphalt concrete binder course compacted
thickness 7.5 Cms (75mm thick) as per approved job mix formula using crush
aggregate from hub sources or equivalent. Using asphalt of grade 60/70 during
laying temperature not less than 140C° compacted by steel wheel & PTR roller.
The procedure of laying binder course material & methodology shall fully comply
with AASHTO and as directed by the Engineer Incharge. Minimum bitumen
content should be 3.5% binder course shall be spread using paver machine. paid
as per VOL-II & III of special specification.
5 of 93Approved..........................
DIRECTOR GENERALTECHNICAL SERVICES
KARACHI METROPOLITAN CORPORATION
ENGINEERING DEPARTMENT SCHEDULE OF RATES -2012
ROAD WORKSS/NO. DESCRIPTION OF WORKS UNIT RATE(Rs)
R-28
Sq.m. 1,143.53
R-29
Sq.m. 559.41
R-30
Sq.m. 472.75
Providing and laying asphalt concrete binder course compacted
thickness 10 Cms (100mm thick) as per approved job mix formula using crush
aggregate from hub sources or equivalent. Using asphalt of grade 60/70 during
laying temperature not less than 140C° compacted by steel wheel & PTR roller.
The procedure of laying binder course material & methodology shall fully comply
with AASHTO and as directed by the Engineer Incharge. Minimum bitumen
content should be 3.5% binder course shall be spread using paver machine. paid
as per VOL-II & III of special specification.
Providing and laying asphalt concrete wearing course compacted
thickness 5 Cms (50mm thick) as per approved job mix formula using crush
aggregate from hub sources or equivalent. Using asphalt of grade 60/70 during
laying temperature not less than 140C° compacted by steel wheel & PTR roller.
The procedure of laying binder course material & methodology shall fully comply
with AASHTO and as directed by the Engineer Incharge. Minimum bitumen
content should be 3.5% wearing course shall be spread using paver machine.
paid as per VOL-II & III pf specifications.Providing and laying asphalt concrete wearing course compacted
thickness 4 Cms (40mm thick) as per approved job mix formula using crush
aggregate from hub sources or equivalent. Using asphalt of grade 60/70 during
laying temperature not less than 140C° compacted by steel wheel & PTR roller.
The procedure of laying binder course material & methodology shall fully comply
with AASHTO and as directed by the Engineer Incharge. Minimum bitumen
content should be 3.5% wearing course shall be spread using paver machine.
paid as per VOL-II & III pf specifications.
6 of 93Approved..........................
DIRECTOR GENERALTECHNICAL SERVICES
KARACHI METROPOLITAN CORPORATION
ENGINEERING DEPARTMENT SCHEDULE OF RATES -2012
ROAD WORKSS/NO. DESCRIPTION OF WORKS UNIT RATE(Rs)
R-31
Cu.m. 6,926.03
R-32
Cu.m. 10,262.46
R-33
Cu.m. 10,461.20
R-34
Cu.m. 10,925.16
R-35
Cu.m. 11,587.66
R-36
Cu.m. 10,191.82
Providing and laying lean concrete having 1450 PSI cylindrical
strength (ready mixed concrete) including placing compacting, finishing, curing
complete , screening and washing of crushed stone aggregate excluding the cost
of shuttering.Providing and laying reinforced cement concrete 2250 PSI
cylindrical strength (ready mixed concrete) including all kinds of formwork, lifting,
hoisting, placing, curing, compacting and finishing complete in all respect as
shown on the drawings and as directed by the Engineer. (excluding the cost of
steel reinforcement).Providing and laying reinforced cement concrete having 2450
PSI cylindrical strength (ready mixed concrete) including all kinds of formwork, lifting, hoisting, placing, placing compacting, finishing, curing complete in all respect as shown on the drawings and as directed by the Engineer. (Excluding the cost of steel reinforcement).Providing and laying reinforced cement concrete having 3000
PSI cylindrical strength (ready mixed concrete) including all kinds of formwork, lifting, hoisting, placing, placing compacting, finishing, curing complete in all respect as shown on the drawings and as directed by the Engineer. (Excluding the cost of steel reinforcement).Providing and laying reinforced cement concrete having 4000
PSI cylindrical strength (ready mixed concrete) including all kinds of formwork, lifting, hoisting, placing, placing compacting, finishing, curing complete in all respect as shown on the drawings and as directed by the Engineer. (Excluding the cost of steel reinforcement).Providing and laying plain cement concrete 2250 PSI cylindrical
strength (ready mixed concrete) including all kinds of formwork, lifting, hoisting,
placing, curing, compacting and finishing complete in all respect as shown on
the drawings and as directed by the Engineer.
7 of 93Approved..........................
DIRECTOR GENERALTECHNICAL SERVICES
KARACHI METROPOLITAN CORPORATION
ENGINEERING DEPARTMENT SCHEDULE OF RATES -2012
ROAD WORKSS/NO. DESCRIPTION OF WORKS UNIT RATE(Rs)
R-37
Cu.m. 10,390.56
R-38
Cu.m. 10,854.52
R-39
Cu.m. 11,517.02
R-40
tonne ###
R-41
tonne 92,546.88
Providing and laying plain cement concrete having 2450 PSI
cylindrical strength (ready mixed concrete) including all kinds of formwork, lifting,
hoisting, placing, placing compacting, finishing, curing complete in all respect as
shown on the drawings and as directed by the Engineer. Providing and laying plain cement concrete having 3000 PSI
cylindrical strength (ready mixed concrete) including all kinds of formwork, lifting,
hoisting, placing, placing compacting, finishing, curing complete in all respect as
shown on the drawings and as directed by the Engineer. Providing and laying plain cement concrete having 4000 PSI
cylindrical strength (ready mixed concrete) including all kinds of formwork, lifting,
hoisting, placing, placing compacting, finishing, curing complete in all respect as
shown on the drawings and as directed by the Engineer. Providing, cutting, bending and binding high tensile deformed
billet steel round bars (60,000 psi) conforming to ASTM 615 including the cost of binding wire, wastages, chairs, spacers block, hoisting and placing in position and such over laps as are not shown over the drawing, etc; at any level and any height complete in all respect as per drawings and instructions/ approval of the Engineer.Providing, cutting, bending and binding high tensile tor steel bars
(60,000 psi) conforming to ASTM 615 including the cost of binding wire,
wastages, chairs, spacers block, hoisting and placing in position and such over
laps as are not shown over the drawing, etc; at any level and any height
complete in all respect as per drawings and instructions/ approval of the
Engineer.As per general specification Vol-II and special specification Vol-III.
8 of 93Approved..........................
DIRECTOR GENERALTECHNICAL SERVICES
KARACHI METROPOLITAN CORPORATION
ENGINEERING DEPARTMENT SCHEDULE OF RATES -2012
ROAD WORKSS/NO. DESCRIPTION OF WORKS UNIT RATE(Rs)
R-42
R.M. 4,628.00
R-43
R.M. 2,644.57
R-44
R.M. 1,983.43
R-45
Sq.m. 1,253.75
R-46
R.M. 1,450.48
R-47
R.M. 1,231.81
Providing and laying fairfaced reinforced cement concrete new
jersey barrier having 3000 PSI compressive cylindrical strength
Concrete (Ready mixed concrete) (area 3.50 Sft) as per drawing
including the cost of excavation, formwork, lean concrete 1450
PSI compressive cylindrical strength etc. complete in all
respect. (Excluding the cost steel reinforcement)
Providing and laying fairfaced reinforced cement concrete new
jersey barrier having 3000 PSI compressive cylindrical strength
Concrete (Ready mixed concrete) (area 2.0 Sft) as per drawing
including the cost of excavation, formwork, lean concrete 1450
PSI compressive cylindrical strength etc. complete in all
respect. (Excluding the cost steel reinforcement)
Providing and laying fairfaced reinforced cement concrete new
jersey barrier having 3000 PSI compressive cylindrical strength
Concrete (Ready mixed concrete) (area 1.50 Sft) as per drawing
including the cost of excavation, formwork, lean concrete 1450
PSI compressive cylindrical strength etc. complete in all
respect. (Excluding the cost steel reinforcement)
Providing & fixing Precast Kerb Block 3750 PSI Industrial Made Size 6 inches thick x 12 inches long x 18 inches high including the cost of Cartage, excavation, form Work for haunching, 1450 PSI lean concrete, 2250 PSI concrete for haunching, 1:4 cement sand mortar etc Complete in all respect.
Providing & fixing Precast Kerb Block 3750 PSI Industrial Made Size 6 inches thick x 12 inches long x 18 inches high including the cost of Cartage, excavation, form Work for haunching, 1450 PSI lean concrete, 2250 PSI concrete 6"x18" fill between two kerbs, laid in 1:4 cement sand mortar etc Complete in all respect.
Providing & fixing Precast Edge Block 3750 PSI Industrial Made Size 6 inches thick x 12 inches long x 12 inches high including the cost of Cartage, excavation, form Work for haunching, 1450 PSI lean concrete, 2250 PSI concrete for haunching, 1:4 cement sand mortar etc Complete in all respect.
9 of 93Approved..........................
DIRECTOR GENERALTECHNICAL SERVICES
KARACHI METROPOLITAN CORPORATION
ENGINEERING DEPARTMENT SCHEDULE OF RATES -2012
ROAD WORKSS/NO. DESCRIPTION OF WORKS UNIT RATE(Rs)
R-48No. 573.70
R-49
No. 17,668.67
R-50
No. 12,255.23
R-51
Sq.m. 1,145.16
R-52
Sq.m. 738.61
R-53
Sq.m. 951.50
R-54
Sq.m. 422.92
Providing and fixing Reflectorized pavement studs (raised profile type single) aluminium.
Providing & Fixing traffic sign boards (regulatory sign 3 feet dia.)
comprising 3" dia. G.I. pipe post, m.s. base plate, stiffeners, nuts, bolts, 16 gauge
G.I. sheet, lean concrete, 3000 PSI concrete in foundations, excavation, enamel
paint, retroreflective sheet diamond grade, lettering & signs complete in all
respect as shown on the drawings and as directed by the Engineer.Providing & Fixing traffic sign boards (warning sign 3'x3'x3' triangle)
comprising 3" dia. G.I. pipe post, m.s.. base plate, stiffeners, nuts, bolts, 16
gauge G.I. sheet, lean concrete, 3000 PSI concrete in foundations, excavation,
enamel paint, retroreflective sheet diamond grade, lettering & signs complete in
all respect as shown on the drawings and as directed by the Engineer.Providing and Fixing cement paving blocks flooring having size of 197x97 60(mm) of city / Quadra / cobble shape with pigmented having strength between 5000 psi to 8500 psi i/c filling the joints with hill sand and laying in specified manner / patter and design including 50mm thick sand bedding complete in all respect.
Providing and Laying 2" Thick 3000 PSI (Ready Mixed) Cylindrical Strength cement concrete floor smooth finished including glass dividing strips laid in panels etc; complete in all respect.
Providing and Laying 3" Thick 3000 PSI (Ready Mixed) Cylindrical Strength cement concrete floor smooth finished including glass dividing strips laid in panels etc; complete in all respect.
Providing and Fixing Fair Face steel form work the formwork
shall be made with 10 gauge steel plate and fixed at site with
the help of steel and clamps on such a way that form will hold
and resist the vibrating and pouring force and when form is
open the concrete. The concrete surfaces shall be smooth and
free from honey combing that no plaster and repair is required
and compacted the job as per instruction.
10 of 93Approved..........................
DIRECTOR GENERALTECHNICAL SERVICES
KARACHI METROPOLITAN CORPORATION
ENGINEERING DEPARTMENT SCHEDULE OF RATES -2012
ROAD WORKSS/NO. DESCRIPTION OF WORKS UNIT RATE(Rs)
R-55Hour 454.30
R-56
Sq.m. 1,023.25
R-57
Sq.m. 446.25
R-58
R.M. 436.10
R-59
Sq.m. 189.18
R-60
R.M. 39.99
R-61
Sq.m. 215.20
R-62
Sq.m. 2,100.72
R-63
Cu.m. 3,205.77
R-64
Cu.m. 3,907.39
R-65
Cu.m. 4,521.48
Bailing/ Dewatering and pumping out water Dewatering from excavation.
Providing and applying thermoplastic traffic marking paint (1.50mm thick)
with drop of glass bead, cleaning of dust & dirt by mechanical means and all
necessary arrangement for diversion of traffic complete in all respect as directed
by the Engineer.Providing and applying chlorinated rubber traffic marking paint (DFT
100microns) including cleaning of dust & dirt by mechanical means and all
necessary arrangement for diversion of traffic complete in all respect as directed
by the Engineer.Fixing Precast Kerb Block already stock at site including the cost of excavation, form Work for haunching, 450 PSI lean concrete, 2250 PSI concrete for haunching, 1:4 cement sand mortar etc Complete in all respect.
Fixing paving blocks already stock at site including filling the joints with
approved sand and laid in approved pattern and design including 50mm thick
sand cushion/ bedding complete in all respect.Removing of existing Precast Kerb Block any pattern, any thickness including stacking at suitable places all leads and lifts Complete in all respect as directed by the Engineer.
Removing paving blocks including stacking at suitable place all lead and lifts
complete in all respect as directed by the Engineer..Providing & laying random rubble stone masonry dry, roughly hammer dressed stone, well bonded, faced with hammer dressed selected stone, Complete in all respect.
Providing & laying random rubble stone masonry dry, roughly hammer dressed stone, well bonded, faced with hammer dressed selected stone, laid and jointed in 1:4 cement sand mortar Complete in all respect.
Providing & laying stone masonry squared rubble, dressed, uncoursed dry, well bonded, faced with hammer dressed selected stone, Complete in all respect.
Providing & laying stone masonry squared rubble, dressed, uncoursed, well bonded, faced with hammer dressed selected stone, laid and joint in 1:4 cement sand mortar Complete in all respect.
11 of 93Approved..........................
DIRECTOR GENERALTECHNICAL SERVICES
KARACHI METROPOLITAN CORPORATION
ENGINEERING DEPARTMENT SCHEDULE OF RATES -2012
ROAD WORKSS/NO. DESCRIPTION OF WORKS UNIT RATE(Rs)
R-66 Providing & laying roll pointing. Complete in all respect. Sq.m. 267.04
R-67
Cu.m. 4,786.38
R-68Cu.m. 1,571.78
R-69Cu.m. 1,909.54
R-70Cu.m. 2,163.41
Providing & laying stone masonry squared rubble, dressed, coursed, well bonded, faced with hammer dressed selected stone, laid and joint in 1:4 cement sand mortar Complete in all respect.
Providing & laying Rip Rap Class "A" Comprising natural stone weighing 15 Kg. to 25Kg. complete in all respect.
Providing & laying Rip Rap Class "B" Comprising natural stone weighing 30 Kg. to 70Kg. complete in all respect.
Providing & laying Rip Rap Class "C" Comprising natural stone weighing 60 Kg. to 100Kg. complete in all respect.
Page 12 of 93Approved..........................
DIRECTOR GENERALTECHNICAL SERVICES
RATE ANALYSES FOR ROAD WORKSSTATION:- Karachi
DATED:- 09-01-2012
NAME OF WORK :-
" BASIC MATERIALS PRICES "
S.NDESCRIPTION UNIT RATE
1 CEMENT (O P) including Cartage BAG 395.00
2 CEMENT (S.R.) including Cartage BAG 407.00
3 MORUM CFT 10.00
4 SAND (Coarse) CFT 22.00
5 SAND (Fine) CFT 20.99
6 CRUSH ( Hub) CFT 27.97
7 STONE METAL CFT 20.00
8 STONE METAL more than 6" CFT 18.00
9 STONE DUST CFT 20.00
10 RANDOM STONE CFT 20.00
11 DRESSED STONE CFT 60.00
12 CFT 22.00
13 CFT 25.00
14 CFT 30.00
15 SUBBASE MATERIAL CFT 16.00
16 WATER GALLONS 0.50
17 DEFORMED STEEL GRADE- 60(Above 3/8"dia) TONNE 73,500.00
Karachi Metropolitan Corporation Schedule of Rates -2012
STONE FOR RIP RAP CLASS "A" (15KG~25kG)
STONE FOR RIP RAP CLASS "B" (30KG~70kG)
STONE FOR RIP RAP CLASS "C" (60KG~100kG)
Page 13 of 93Approved..........................
DIRECTOR GENERALTECHNICAL SERVICES
RATE ANALYSES FOR ROAD WORKSSTATION:- Karachi
DATED:- 09-01-2012
NAME OF WORK :-Karachi Metropolitan Corporation Schedule of Rates -2012
18 TOR STEEL GRADE- 60(Above 3/8"dia) TONNE 62,000.00
19 BINDING WIRE KG 115.00
20 STRUCTURAL STEEL TONNE 92,000.00
21 GRANULAR FILL MATERIAL CFT 15.00
22 BITUMEN MC-70 ( FOR PRIME COAT ) KG 85.65
23 BITUMEN RS-1 ( FOR TACK COAT ) KG 88.92
24 BITUMEN 60/70 GRADE KG 70.00
25 RETROREFLECTING SHEET DIAMOND GRADE SFT. 490.00
26 READY MIXED CONCRETE 1450 PSI CYLINDRICAL STRENGTH CFT. 135.90
27 READY MIXED CONCRETE 2250 PSI CYLINDRICAL STRENGTH CFT. 150.05
28 READY MIXED CONCRETE 2450 PSI CYLINDRICAL STRENGTH CFT. 154.30
29 READY MIXED CONCRETE 3000 PSI CYLINDRICAL STRENGTH CFT. 164.21
30 READY MIXED CONCRETE 4000 PSI CYLINDRICAL STRENGTH CFT. 178.37
31 KERBSTONE 6"X12"18" (Envicrete) No. 175.00
32 EDGESTONE 6"X12"12" (Envicrete) No. 170.00
33 G.I. PIPE 2" DIAMETER (medium) RFT. 167.23
34 G.I. PIPE 3" DIAMETER (medium) RFT. 271.06
35 BOLTS 12MM DIA. 300MM LONG NO. 350.00
36 PAVING STONE 60MM COLOURED SFT. 56.69
37 PAVING STONE 80MM GREY SFT. 62.73
Page 14 of 93Approved..........................
DIRECTOR GENERALTECHNICAL SERVICES
RATE ANALYSES FOR ROAD WORKSSTATION:- Karachi
DATED:- 09-01-2012
NAME OF WORK :-Karachi Metropolitan Corporation Schedule of Rates -2012
38 M.S. SHEET 16SWG KG. 100.00
39 M.S. SHEET 10SWG KG. 95.00
40 THERMOPLASTIC PAINT (POWDER) 25 KG.BAG KG 165.00
41 GLASS BEADS 25 KG.BAG KG 86.50
42 CHLORINATED RUBBER PAINT 20 LITRES PACK LITRES 425.00
43 THINNER LITRES 215.00
Page 15 of 93Approved..........................
DIRECTOR GENERALTECHNICAL SERVICES
RATE ANALYSES FOR ROAD WORKSSTATION:- Karachi
DATED:- 09-01-2012
NAME OF WORK :-Karachi Metropolitan Corporation Schedule of Rates -2012
"LABOUR RATES"
S.N DESCRIPTION UNIT RATE
1 SKILLED WORKER Hours 93.75
2 UNSKILLED WORKER Hours 56.25
Page 16 of 93Approved..........................
DIRECTOR GENERALTECHNICAL SERVICES
RATE ANALYSES FOR ROAD WORKSSTATION:- Karachi
DATED:- 09-01-2012
NAME OF WORK :-Karachi Metropolitan Corporation Schedule of Rates -2012
"HIRE CHARGES RATES OF EQUIPMENT / MACHINERY"
S.NDESCRIPTION UNIT RATE
1 Tractor (50HP Capacity) including fuel & Driver Hours 530.00
2 Motorgrader (140 HP) including fuel & Driver Hours 2,000.00
3 Steel Wheel Roller (Combination roller 10-12 ton) including fuel & Driver Hours 1,500.00
4 Water Bouzer (Truck mounted Capacity 10,000 litres) including fuel & Driver Hours 434.00
5 Front Loader (1.50 Cu.m.) including fuel & Driver Hours 2,000.00
6 Dumper ( 10 ton capacity) including fuel & Driver Hours 1,313.00
7 Batching plant 80 tons/hr capacity Hours 1,600.00
8 Paver finisheer including fuel & operatior Hours 2,500.00
9 Pneumatic tyred roller (PTR) (18 ton) including fuel & operator Hours 1,500.00
10 Asphalt Spraying truck (500 litres) including fuel & operator Hours 650.00
11 Compressor (300 CFM) including operator Hours 625.00
12 Bulldozer (CAT D-7) including fuel & operator Hours 3,850.00
13 Rock Driller inlcuding operator Hours 325.00
14 Power Broom (2.1 M wide) including operator Hours 625.00
15 Paint Spray Machine including operatior Hours 45.00
16 Mixer Machine 0.25 M3 including fuel & operator Hours 400.00
17 Vibrator including fuel & operator Hours 160.00
18 Steel formwork Sft. 39.31
19 Wooden formwork Sft. 20.00
20 Plate compactor including fuel & operator Hours 212.00
Page 17 of 93Approved..........................
DIRECTOR GENERALTECHNICAL SERVICES
RATE ANALYSES FOR ROAD WORKSSTATION:- Karachi
DATED:- 09-01-2012
NAME OF WORK :-Karachi Metropolitan Corporation Schedule of Rates -2012
21 Road Marking machine including operator Hours 600.00
22 Jack Hammer HP-100 (Tyre type) including operator Hours 2,100.00
23 Tire Excavator Hours 1,800.00
24 Mobile Crane 10 Ton including operator Hours 1,491.54
ROAD WORKSSheet- 18
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-1
UNIT: Sq.m.DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 2250 Sq.m. or 24210 Sft.
A. LABOUR
Skilled worker Hours 1 8.00 93.75 750.00
unskilled worker Hours 8 8.00 56.25 3600.00
Total of "A" 4350.00
B. TOOLS AND PLANTS
Tractor including fuel & driver Hours 2 8.00 530.0 8480.00
Loader including fuel & driver Hours 1 2.00 2000.0 4000.00
Dumper including driver & fuel Hours 1 2.00 1313.0 2626.00
Total of "B" 15106.00
Basic Cost "A+B" 19456.00
Add Contractor's overhead & Profit 25 % 4864.00
Total Cost for 24210 Sft. 24320.00
Rate for one Sq.ft. 1.00
Rate for one Sq.m. 10.81
Clearing and grubbing the site by cutting, uprooting and removing all rubbish and shrubs including disposal to (outside Muncipal limits) designated places.
ROAD WORKSSheet- 19
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-2
UNIT: No.DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 10 Nos.
A. LABOUR
Skilled worker Hours 1 4.00 93.75 375.00
unskilled worker Hours 4 4.00 56.25 900.00
Total of "A" 1275.00
B. TOOLS AND PLANTS
Tractor including fuel & driver Hours 1 1.00 530.0 530.00
Misc. rope, wire etc. LS 50.00
Total of "B" 580.00
Basic Cost "A+B" 1855.00
Add Contractor's overhead & Profit 25 % 463.75
Total Cost for 10 Nos. 2318.75
Rate for one Number 231.88
Removal trees 150mm to 300mm girth including disposal to (outside Muncipal limits) designated places.
ROAD WORKSSheet- 20
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-3
UNIT: No.DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 10 Nos.
A. LABOUR
Skilled worker Hours 1 8.00 93.75 750.00
unskilled worker Hours 4 8.00 56.25 1800.00
Total of "A" 2550.00
B. TOOLS AND PLANTS
Tractor including fuel & driver Hours 1 4.00 530.0 2120.00
Misc. rope, wire etc. LS 150.00
Total of "B" 2270.00
Basic Cost "A+B" 4820.00
Add Contractor's overhead & Profit 25 % 1205.00
Total Cost for 10 Nos. 6025.00
Rate for one Number 602.50
Removal trees 301mm to 600mm girth including disposal to (outside Muncipal limits) designated places.
ROAD WORKSSheet- 21
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-4
UNIT: No.DESCRIPTION:- Removal trees 601mm or over girth including disposal to (outside Muncipal limits) designated places.
Detail Unit No. Quantity Rate Amount
Detail for 10 Nos.
A. LABOUR
Skilled worker Hours 1 8.00 93.75 750.00
unskilled worker Hours 4 8.00 56.25 1800.00
Total of "A" 2550.00
B. TOOLS AND PLANTS
Tractor including fuel & driver Hours 2 16.00 530.0 16960.00
Misc. rope, wire etc. LS 500.00
Total of "B" 17460.00
Basic Cost "A+B" 20010.00
Add Contractor's overhead & Profit 25 % 5002.50
Total Cost for 10 Nos. 25012.50
Rate for one Number 2501.25
ROAD WORKSSheet- 22
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-5
UNIT: Cu.m.DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 100 Cu.m.
A. LABOUR
Un-skilled Workers Hours 4 8.0 93.75 3000.00
Skilled Workers Hours 4 8.0 56.25 1800.00
Total of "B" 4800.00
B. TOOLS & PLANTS
Tractor including fuel & operator Hours 1 3.37 530.0 1786.10
Loader 2.5 m3 including fuel & operator Hours 2 4.00 2000.0 16000.00
Dumper including fuel & operator Hours 2 4.00 1313.0 10504.00
Total of "B" 28290.10
Basic Cost "A+B" 33090.10
Add Contractor's overhead & Profit 25 % 8272.53
Total Cost for 100 Cu.m. 41362.63
Rate for one Cu.m. 413.63
Dismantling of existing plain cement concrete including disposal of dismantled materials to designated places.
ROAD WORKSSheet- 23
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-6
UNIT: Cu.m.DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 100 Cu.m.
A. LABOUR
Un-skilled Workers Hours 8 8.0 93.75 6000.00
Skilled Workers Hours 8 8.0 56.25 3600.00
Total of "B" 9600.00
B. TOOLS & PLANTS
Bulldozer including fuel & operator Hours 2 8.00 3850.00 61600.00
Rock Driller including operator Hours 2 5.07 325.00 3292.25
Jack Hammer including operator Hours 2 8.00 2100.00 33600.00
Loader 2.5 m3 including fuel & operator Hours 2 4.00 2000.00 16000.00
Dumper including fuel & operator Hours 2 4.00 1313.00 10504.00
Total of "B" 124996.25
Basic Cost "A+B" 134596.25
Add Contractor's overhead & Profit 25 % 33649.06
Total Cost for 100 Cu.m. 168245.31
Rate for one Cu.m. 1682.45
Dismantling of existing reinforced cement concrete including separation of steel reinforcement, cleaning, straightening of steel and disposal of dismantled materials to designated places.
ROAD WORKSSheet- 24
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-7
UNIT: Cu.m.DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 100 Cu.m. or 3532.1 Cft.
A. LABOUR
Un-skilled Workers Hours 1 8.0 56.25 450.00
Skilled Workers Hours 1 8.0 93.75 750.00
Total of "B" 450.00
B. TOOLS & PLANTS
Shovel Loader 2.5 m3 including fuel & operator Hours 1 4.00 2000.00 8000.00
Dumper including fuel & operator Hours 2 4.00 1313.00 10504.00
Total of "B" 18504.00
Basic Cost "A+B" 18954.00
Add Contractor's overhead & Profit 25 % 4738.50
Total Cost for 3532.1 Cft. 23692.50
Rate for one Cu.ft. 6.71
Rate for one Cu.m. 236.93
Dismantling of existing asphalt concrete road including base, subbase and disposal of dismantled materials to designated places.
ROAD WORKSSheet- 25
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-8
UNIT: Sq.m.DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 100 Sq.m. or 1076 Sft.
A. LABOUR
Un-skilled Workers Hours 2 8.0 56.25 900.00
Total of "A" 900.00
B. TOOLS & PLANTS
Power broom including fuel & operator Hours 1 0.10 625.00 62.50
Total of "B" 62.50
Basic Cost "A+B" 962.50
Add Contractor's overhead & Profit 25 % 240.63
Total Cost for 1076 Sft. 1203.13
Rate for one Sq.ft. 1.12
Rate for one Sq.m. 12.03
Scarifying/Tucking the existing asphalt concrete surface by pick axe with 10 tucks per square meter of not more than 20mm depth including removing the debris, cleaning and disposal of materials to designated places as directed by the Engineer.
ROAD WORKSSheet- 26
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-9
UNIT: Sq.m.DESCRIPTION:- Making diagonal grooves on existing asphalt surfaces as per Vol-II & III of special specification.
Detail Unit No. Quantity Rate Amount
Detail for 100 Sq.m. or 1076 Sft.
A. LABOUR
Un-skilled Workers Hours 2 4.0 56.25 450.00
Total of "A" 450.00
B. TOOLS & PLANTS
Excavator including fuel & operator Hours 1 1.00 1800.00 1800.00
Power broom including fuel & operator Hours 1 0.25 625.00 156.25
Total of "B" 1956.25
Basic Cost "A+B" 2406.25
Add Contractor's overhead & Profit 25 % 601.56
Total Cost for 1076 Sft. 3007.81
Rate for one Sq.ft. 2.80
Rate for one Sq.m. 30.08
ROAD WORKSSheet- 27
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-10
UNIT: Cu.m.
DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 100 Cu.m. or 3532 Cft.
A. LABOUR
Skilled worker Hours 2 8.00 93.75 1500.00
unskilled worker Hours 2 8.00 56.25 900.00
Total of "A" 2400.00
B. TOOLS AND PLANTS
Bulldozer including fuel & driver Hours 1 8.00 3850.0 30800.00
Loader including fuel & driver Hours 1 4.00 2000.0 8000.00
Dumper including driver & fuel Hours 2 4.00 1313.0 10504.00
Total of "B" 49304.00
Basic Cost "A+B" 51704.00
Add Contractor's overhead & Profit 25 % 12926.00
Total Cost for 3532.1 Cft. 64630.00
Rate for one Cu.ft. 18.30
Rate for one Cu.m. 646.30
Excavation in for road works in hard rock upto required depth and gradient including disposal of surplus / rejected excavated to designated places (outside Municipal limits).
ROAD WORKSSheet- 28
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-11
UNIT: Cu.m.
DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 100 Cu.m. or 3532 Cft.
A. LABOUR
Skilled worker Hours 2 8.00 93.75 1500.00
unskilled worker Hours 2 8.00 56.25 900.00
Total of "A" 2400.00
B. TOOLS AND PLANTS
Bulldozer including fuel & driver Hours 1 4.00 3850.0 15400.00
Loader including fuel & driver Hours 1 4.00 2000.0 8000.00
Dumper including driver & fuel Hours 2 4.00 1313.0 10504.00
Total of "B" 33904.00
Basic Cost "A+B" 36304.00
Add Contractor's overhead & Profit 25 % 9076.00
Total Cost for 3532.1 Cft. 45380.00
Rate for one Cu.ft. 12.85
Rate for one Cu.m. 453.80
Excavation for road work in medium rock upto required depth and gradient including disposal of surplus / rejected excavated to designated places. (Outside Municipal limits)
ROAD WORKSSheet- 29
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-12
UNIT: Cu.m.
DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 100 Cu.m. or 3532 Cft.
A. LABOUR
Skilled worker Hours 2 8.00 93.75 1500.00
unskilled worker Hours 2 8.00 56.25 900.00
Total of "A" 2400.00
B. TOOLS AND PLANTS
Bulldozer including fuel & driver Hours 1 2.00 3850.0 7700.00
Loader including fuel & driver Hours 1 4.00 2000.0 8000.00
Dumper including driver & fuel Hours 2 4.00 1313.0 10504.00
Total of "B" 26204.00
Basic Cost "A+B" 28604.00
Add Contractor's overhead & Profit 25 % 7151.00
Total Cost for 3532.1 Cft. 35755.00
Rate for one Cu.ft. 10.12
Rate for one Cu.m. 357.55
Excavation for road work in soft rock upto required depth and gradient including disposal of surplus / rejected excavated to designated places (outside Municipal limits).
ROAD WORKSSheet- 30
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-13
UNIT: Cu.m.
DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 100 Cu.m. or 3532 Cft.
A. LABOUR
Skilled worker Hours 1 8.00 93.75 750.00
unskilled worker Hours 1 8.00 56.25 450.00
Total of "A" 1200.00
B. TOOLS AND PLANTS
Tractor including fuel & driver Hours 1 0.15 530.0 79.50
Loader including fuel & driver Hours 1 4.00 2000.0 8000.00
Dumper including driver & fuel Hours 2 4.00 1313.0 10504.00
Total of "B" 18583.50
Basic Cost "A+B" 19783.50
Add Contractor's overhead & Profit 25 % 4945.88
Total Cost for 3532.1 Cft. 24729.38
Rate for one Cu.ft. 7.00
Rate for one Cu.m. 247.29
Excavation for road work in normal soil upto required depth and gradient including disposal of surplus / rejected excavated to designated places. (Outside Municipal limits)
ROAD WORKSSheet- 31
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-14
UNIT: Cu.m.
DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 100 Cu.m. or 3532 Cft.
A. LABOUR
Skilled worker Hours 1 8.00 93.75 750.00
unskilled worker Hours 4 8.00 56.25 1800.00
Total of "A" 2550.00
B. TOOLS AND PLANTS
Tractor including fuel & driver Hours 1 4.00 530.0 2120.00
Loader including fuel & driver Hours 1 4.00 2000.0 8000.00
Dumper including driver & fuel Hours 2 4.00 1313.0 10504.00
Total of "B" 20624.00
Basic Cost "A+B" 23174.00
Add Contractor's overhead & Profit 25 % 5793.50
Total Cost for 3532.1 Cft. 28967.50
Rate for one Cu.ft. 8.20
Excavation for road work in wet or silty soil required depth and gradient including disposal of surplus / rejected excavated to designated places. (Outside Municipal limits)
ROAD WORKSSheet- 32
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
Rate for one Cu.m. 289.68
ITEM NO. R-15
UNIT: Sq.m.DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 3500 Sq.m. or 37660 Sft.
A. LABOUR
Skilled worker Hours 1 8.00 93.75 750.00
unskilled worker Hours 1 8.00 56.25 450.00
Total of "A" 1200.00
B. TOOLS AND PLANTS
Motorgrader (140 HP) including fuel & Driver Hours 1 8.00 2000.0 16000.00
Steel Wheel Roller (10-12 ton) including fuel & Driver Hours 2 8.00 1500.0 24000.00
Hours 2 4.00 434.0 3472.00
Total of "B" 43472.00
Basic Cost "A+B" 44672.00
Add Contractor's overhead & Profit 25 % 11168.00
Preparation of sub-grade including cutting or filling to an average depth of 9", dressing to camber and consolidation with power roller for compaction 95% modified AASHTO density and achieving the design level.
Water Bouzer (Truck mounted Capacity 10,000 litres) including fuel & Driver
ROAD WORKSSheet- 33
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
Total Cost for 37660 Sft. 55840.00
Rate for one Sq.ft. 1.48
Rate for one Sq.m. 52.37
ITEM NO. R-16
UNIT: Cu.m.DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 1050 Cu.m. or 37087.05 Cft.
A. LABOUR
Skilled worker Hours 1 8.00 93.75 750.00
unskilled worker Hours 4 8.00 56.25 1800.00
Total of "A" 2550.00
B. TOOLS AND PLANTS
Motorgrader (140 HP) including fuel & Driver Hours 1 8.00 2000.0 16000.00
Bulldozer including fuel & driver Hours 2 8.00 3850.0 61600.00
Steel Wheel Roller (10-12 ton) including fuel & Driver Hours 2 8.00 1500.0 24000.00
Sheep footl Roller including fuel & Driver Hours 2 8.00 1500.0 24000.00
Hours 2 4.00 434.0 3472.00
Total of "B" 129072.00
Dressing and levelling of roadway excavated material to designated section including compaction by sheep foot roller and power roller with optimum moisture content or 90% modified AASHTO density in layers not more than 6 inches (150mm).
Water Bouzer (Truck mounted Capacity 10,000 litres) including fuel & Driver
ROAD WORKSSheet- 34
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
Basic Cost "A+B" 131622.00
Add Contractor's overhead & Profit 25 % 32905.50
Total Cost for 37087 Cft. 164527.50
Rate for one Cu.ft. 4.44
Rate for one Cu.m. 156.69
ITEM NO. R-17
UNIT: Cu.m.
DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 100 Cu.m. or 3532 Cft.
A. MATERIAL
Morum Cft. 3532.10 10.00 35321.00 Add for compaction 25 % 8830.25
Total of "A" 44151.25
B. LABOUR
Skilled worker Hours 2 8.00 93.75 1500.00 unskilled worker Hours 2 8.00 56.25 900.00
Total of "B" 2400.00
C. TOOLS AND PLANTS
Tractor including fuel & driver Hours 1 2.00 530.0 1060.00 Roller including fuel & driver Hours 1 4.00 1500.0 6000.00 Water bouzer including fuel & driver Hours 1 1.00 434.0 434.00
Total of "C" 7494.00
Providing, laying and compacting 300mm thick improved sub-grade fill with material having CBR value > 15% at 95% modified AASHTO density.
ROAD WORKSSheet- 35
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
Basic Cost "A+B+C" 54045.25 Add Contractor's overhead & Profit 25 % 13511.31
Total Cost for 3532.1 Cft. 67556.56 Rate for one Cu.ft. 19.13 Rate for one Cu.m. 675.57
ROAD WORKSSheet- 36
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-18
UNIT: Cu.m.
DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 100 Cu.m. or 3532 Cft.
A. MATERIAL
Subbase material Cft. 3532 16.00 56501.60 Extra for compaction 25 % 14125.40 Water optimum moisture content 8% Gallon 3387 0.50 1693.60
Total of "A" 72320.60
B. LABOUR
Skilled worker Hours 2 8.00 93.75 1500.00 unskilled worker Hours 2 8.00 56.25 900.00
Total of "B" 2400.00
C. TOOLS AND PLANTS
Tractor including fuel & driver Hours 1 4.00 530.0 2120.00 Motor grader including fuel & driver Hours 1 1.00 2000.0 2000.00 Roller including fuel & driver Hours 1 6.00 1500.0 9000.00 Water bouzer including fuel & driver Hours 1 2.00 434.0 868.00
Total of "C" 13988.00
Basic Cost "A+B+C" 88708.60 Add Contractor's overhead & Profit 25 % 22177.15
Total Cost for 3532.1 Cft. 110885.74 Rate for one Cu.ft. 31.39 Rate for one Cu.m. 1108.86
Providing and laying Granular Sub-Base course as per (AASHTO) standard specification including compacting to the required density by approved mechanical means (vibratory roller road packer and smooth wheel roller etc) i/c watering with all lead and lift etc complete paid as per VOL-II & III of specification.
ROAD WORKSSheet- 37
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-19
UNIT: Cu.m.
DESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Cu.m. or 3532 Cft.
A. MATERIAL
Crushed stone 60 % Cft. 2119 27.97 59281.68 Stone dust 40 % Cft. 1413 20.00 28256.80 Extra for compaction 25 % 21884.62 Water optimum moisture content 8% Gallon 3387 0.50 1693.60
Total of "A" 111116.69
B. LABOUR
Skilled worker Hours 2 8.00 93.75 1500.00 unskilled worker Hours 2 8.00 56.25 900.00
Total of "B" 2400.00
C. TOOLS AND PLANTS
Loader including fuel & driver Hours 1 2.00 2000.0 4000.00 Dumper including driver & fuel Hours 1 2.00 1313.0 2626.00 Motor grader including fuel & driver Hours 1 2.00 2000.0 4000.00 Roller including fuel & driver Hours 1 4.00 1500.0 6000.00 Water bouzer including fuel & driver Hours 1 2.00 434.0 868.00
Total of "C" 17494.00
Basic Cost "A+B+C" 131010.69 Add Contractor's overhead & Profit 25 % 32752.67
Total Cost for 3532.1 Cft. 163763.37 Rate for one Cu.ft. 46.36 Rate for one Cu.m. 1637.63
Providing and laying Aggregate base course CBR 80% as per (AASHTO) standard specification including compacting to the required density by approved mechanical means (vibratory roller road packer and smooth wheel roller etc) i/c watering with all lead and lift etc complete paid as per VOL-II & III of specifications.
ROAD WORKSSheet- 38
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-20
UNIT: Sq.m.
DESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Sq.m. or 1076 Sft.
A. MATERIAL
Stone metal Cft. 355.08 20.00 7101.60 Stone dust 16.6 % Sft. Cft. 178.62 20.00 3572.32 Water Gallons 500.00 0.50 250.00
Total of "A" 10923.92
B. LABOUR
Skilled worker Hours 1 8.00 93.75 750.00 unskilled worker Hours 4 8.00 56.25 1800.00
Total of "B" 2550.00
C. TOOLS AND PLANTS
Tractor including fuel & operator Hours 1 2.00 530.0 1060.00 Roller including fuel & driver Hours 1 8.00 1500.0 12000.00 Water bouzer including fuel & driver Hours 1 1.00 434.0 434.00
Total of "C" 13494.00
Basic Cost "A+B+C" 26967.92 Add Contractor's overhead & Profit 25 % 6741.98
Total Cost for 1076 Sft. 33709.90 Rate for one Sq.ft. 31.33 Rate for one Sq.m. 337.10
Providing & laying 4" thick compacted stone metal using 1-1/2" to 3/4" broken stone ballast approved grade and quality including watering, leveling and compacting to required density etc.
ROAD WORKSSheet- 39
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-21
UNIT: Cu.m.
DESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 10 Cu.m. or 353 Cft.
A. MATERIAL
Stone Cft. 353.21 18.00 6357.78 Wastage 10 % 635.78 Water Gallons 500.00 0.50 250.00
Total of "A" 7243.56
B. LABOUR
Skilled worker Hours 1 8.00 93.75 750.00 unskilled worker Hours 4 8.00 56.25 1800.00
Total of "B" 2550.00
C. TOOLS AND PLANTS
Compactor including fuel & operator Hours 1 4.00 212.0 848.00 Water bouzer including fuel & driver Hours 1 1.00 434.00 434.00
Total of "C" 1282.00
Basic Cost "A+B+C" 11075.56 Add Contractor's overhead & Profit 25 % 2768.89
Total Cost for 353.21 Cft. 13844.45 Rate for one Cu.ft. 39.20 Rate for one Cu.m. 421.75
Providing & laying stone soling 9" thick. including watering, leveling and compacting to required density etc.
ROAD WORKSSheet- 40
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-22
UNIT: Cu.m.
DESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 10 Cu.m. or 353 Cft.
A. MATERIAL
Stone Cft. 353.21 18.00 6357.78 wastage 10 % Sft. 635.78 Water Gallons 500.00 0.50 250.00
Total of "A" 7243.56
B. LABOUR
Skilled worker Hours 2 8.00 93.75 1500.00 unskilled worker Hours 4 8.00 56.25 1800.00
Total of "B" 3300.00
C. TOOLS AND PLANTS
Compactor including fuel & operator Hours 1 4.00 212.0 848.00 Water bouzer including fuel & driver Hours 1 1.00 434.00 434.00
Total of "C" 1282.00
Basic Cost "A+B+C" 11825.56 Add Contractor's overhead & Profit 25 % 2956.39
Total Cost for 353.21 Cft. 14781.95 Rate for one Cu.ft. 41.85 Rate for one Cu.m. 450.31
Providing & laying stone soling 12" thick. including watering, leveling and compacting to required density etc.
ROAD WORKSSheet- 41
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-23
UNIT: Sq.m.DESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Sq.m. or 1076 Sft. Spreading ratio 11 litres / 100 sft.
A. MATERIAL
Prime coat @ of 11 litres / 100 sft.1076 Sft. x 11 118.36
Medium curing cut back for prime coat (MC-70)
Litres 118.36 85.65 10137.53 Wastage 5 % 506.88
Total of "A" 10644.41
B. LABOUR
Skilled Workers Hours 1 1.0 93.75 93.75 Un-skilled Workers Hours 2 1.0 56.25 112.50
Total of "B" 206.25
C. TOOLS & PLANTS
Asphalt spraying truck (500 litres capacity) Hours 1.00 1.00 650.00 650.00 Compressor including operator Hours 1.00 0.15 625.00 93.75 Power broom including fuel & operator Hours 1.00 0.15 625.00 93.75
Total of "C" 837.50
Basic Cost "A+B+C" 11688.16 Add Contractor's overhead & Profit 25 % 2922.04
Total Cost for 1076 Sft. 14610.20 Rate for one Sq.ft. 13.58 Rate for one Sq.m. 146.10
Providing and spraying prime coat MC-70 cold applied Bitushield-M as per VOL-II & III of special specification paid according to drums @ site or Bill of Lading Sprayed with Distributor Truck. 30% Rate will be reduce if Sprayed with Hand Operated Boiler
ROAD WORKSSheet- 42
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-24
UNIT: Sq.m.DESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Sq.m. or 1076 Sft. Spreading ratio 1.4 litres / 100 sft.
A. MATERIAL
Tack coat @ of 1.40 litres/ 100 Sft.
1076 Sft. x 1 15.064
Medium curing cut back for tack coat (RS-1)
Litres 15.06 88.92 1339.49 Wastage 10.0 % 133.95
Total of "A" 1473.44
B. LABOUR
Skilled Workers Hours 1 1.0 93.75 93.75 Un-skilled Workers Hours 3 2.0 56.25 337.50
Total of "B" 431.25
C. TOOLS & PLANTS
Asphalt spraying truck (500 litres capacity) Hours 1 1.00 650.00 650.00 Compressor including operator Hours 1 1.00 625.00 625.00
Total of "C" 1275.00
Basic Cost "A+B+C" 3179.69 Add Contractor's overhead & Profit 25 % 794.92
Total Cost for 1076 Sft. 3974.61 Rate for one Sq.ft. 3.69 Rate for one Sq.m. 39.75
Providing and spraying tack coat MC-70 cold applied Bitushield-R as per VOL-II & III of special specification paid according to drums @ site or Bill of Lading. 30% Rate will be reduce if Sprayed with Hand Operated Boiler
ROAD WORKSSheet- 43
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-25
UNIT: Sq.m.DESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Sq.m. or 1076 Sft.Density of asphalt concrete considered 2500 Kg./Cu.m. or 70.78 Weight of asphalt concrete 12500 Kgs.Qty. of asphalt concrete 5 Cu.m. or 176.61 Cft.A. MATERIALAsphalt concreteAsphalt 60/70 grade 3.5 % 12500.00 Kg. 438 70.00 30625.00 Fine aggregate 42 % M3 3 12500.00 Cft. 119 22.00 2614.90 Coarse aggregate 49.5 % M3 4 12500.00 Cft. 140 27.97 3918.86 Filler material 4.0 % M3 0.35 12500.00 Cft. 12.25 20.00 244.94 Wastage 5.0 % 1870.19
Total of "A" 39273.89 B. LABOURSkilled Workers Hours 1 4.0 93.75 375.00 Un-skilled Workers Hours 4 4.0 56.25 900.00
Total of "B" 1275.00 C. TOOLS & PLANTSBatching plant 1600tons/hr capacity with operator Hours 1 0.8 1600.0 1280.00 Dump Trucks 10tons capacity with driver & fuel Hours 2 0.8 1313.00 2100.80 Paver finisher with operator & fuel Hours 1 0.8 2500.0 2000.00 Steel Wheel roller with operator & fuel Hours 1 1.0 1500.00 1500.00 Pneumatic tyred roller with operator & fuel Hours 1 1.0 1500.00 1500.00 Water Bouzer with water, driver & fuel Hours 1 1.0 434.00 434.00
Total of "C" 8814.80 Basic Cost "A+B+C" 49363.69
Add Contractor's overhead & Profit 25 % 12340.92 Total Cost for 1076 Sft. 61704.62
Rate for one Sq.ft. 57.35 Rate for one Sq.m. 617.05
Providing and laying asphalt concrete binder course compacted thickness 5 Cms (50mm thick) as per approved job mix formula using crush aggregate from hub sources or equivalent. Using asphalt of grade 60/70 during laying temperature not less than 140C° compacted by steel wheel & PTR roller. The procedure of laying binder course material & methodology shall fully comply with AASHTO and as directed by the Engineer Incharge. Minimum bitumen content should be 3.5% wearing course shall be spread using paver machine. paid as per VOL-II & III pf specifications.
ROAD WORKSSheet- 44
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-26
UNIT: Sq.m.DESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Sq.m. or 1076 Sft.Density of asphalt concrete considered 2500 Kg./Cu.m. or 70.78 kg./Cft.Weight of asphalt concrete 15000 Kgs.Qty. of asphalt concrete 6 Cu.m. or 211.93 Cft.A. MATERIALAsphalt concreteAsphalt 60/70 grade 3.5 % 15000.00 Kg. 525 70.00 36750.00 Fine aggregate 42 % M3 4 15000.00 Cft. 143 22.00 3137.88 Coarse aggregate 49.5 % M3 5 15000.00 Cft. 168 27.97 4702.63 Filler material 4.0 % M3 0.42 15000.00 Cft. 14.70 20.00 293.93 Wastage 5.0 % 2244.22
Total of "A" 47128.67 B. LABOURSkilled Workers Hours 1 4.0 93.75 375.00 Un-skilled Workers Hours 4 4.0 56.25 900.00
Total of "B" 1275.00 C. TOOLS & PLANTSBatching plant 1600tons/hr capacity with operator Hours 1 0.8 1600.0 1280.00 Dump Trucks 10tons capacity with driver & fuel Hours 2 0.8 1313.00 2100.80 Paver finisher with operator & fuel Hours 1 0.8 2500.0 2000.00 Steel Wheel roller with operator & fuel Hours 1 1.0 1500.00 1500.00 Pneumatic tyre roller with operator & fuel Hours 1 1.0 1500.00 1500.00 Water Bouzer with water, driver & fuel Hours 1 1.0 434.00 434.00
Total of "C" 8814.80 Basic Cost "A+B+C" 57218.47
Add Contractor's overhead & Profit 25 % 14304.62 Total Cost for 1076 Sft. 71523.09
Rate for one Sq.ft. 66.47 Rate for one Sq.m. 715.23
Providing and laying asphalt concrete binder course compacted thickness 6 Cms (60mm thick) as per approved job mix formula using crush aggregate from hub sources or equivalent. Using asphalt of grade 60/70 during laying temperature not less than 140C° compacted by steel wheel & PTR roller. The procedure of laying binder course material & methodology shall fully comply with AASHTO and as directed by the Engineer Incharge. Minimum bitumen content should be 3.5% binder course shall be spread using paver machine. paid as per VOL-II & III of special specification.
ROAD WORKSSheet- 45
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-27
UNIT: Sq.m.DESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Sq.m. or 1076 Sft.Density of asphalt concrete considered 2500 Kg./Cu.m. or 70.78 kg./Cft.Weight of asphalt concrete 18750 Kgs.Qty. of asphalt concrete 7.5 Cu.m. or 264.91 Cft.A. MATERIALAsphalt concreteAsphalt 60/70 grade 3.5 % 18750.00 Kg. 656 70.00 45937.50 Fine aggregate 42 % M3 5 18750.00 Cft. 178 22.00 3922.36 Coarse aggregate 49.5 % M3 6 18750.00 Cft. 210 27.97 5878.29 Filler material 4.0 % M3 0.52 18750.00 Cft. 18.37 20.00 367.42 Wastage 5.0 % 2805.28
Total of "A" 58910.84 B. LABOURSkilled Workers Hours 1 4.0 93.75 375.00 Un-skilled Workers Hours 4 4.0 56.25 900.00
Total of "B" 1275.00 C. TOOLS & PLANTSBatching plant 1600tons/hr capacity with operator Hours 1 0.8 1600.0 1280.00 Dump Trucks 10tons capacity with driver & fuel Hours 2 0.8 1313.00 2100.80 Paver finisher with operator & fuel Hours 1 0.8 2500.0 2000.00 Steel Wheel roller with operator & fuel Hours 1 1.0 1500.00 1500.00 Pneumatic tyre roller with operator & fuel Hours 1 1.0 1500.00 1500.00 Water Bouzer with water, driver & fuel Hours 1 1.0 434.00 434.00
Total of "C" 8814.80 Basic Cost "A+B+C" 69000.64
Add Contractor's overhead & Profit 25 % 17250.16 Total Cost for 1076 Sft. 86250.80
Rate for one Sq.ft. 80.16 Rate for one Sq.m. 862.51
Providing and laying asphalt concrete binder course compacted thickness 7.5 Cms (75mm thick) as per approved job mix formula using crush aggregate from hub sources or equivalent. Using asphalt of grade 60/70 during laying temperature not less than 140C° compacted by steel wheel & PTR roller. The procedure of laying binder course material & methodology shall fully comply with AASHTO and as directed by the Engineer Incharge. Minimum bitumen content should be 3.5% binder course shall be spread using paver machine. paid as per VOL-II & III of special specification.
ROAD WORKSSheet- 46
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-28
UNIT: Sq.m.DESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Sq.m. or 1076 Sft.Density of asphalt concrete considered 2500 Kg./Cu.m. or 70.78 kg./Cft.Weight of asphalt concrete 25000 Kgs.Qty. of asphalt concrete 10 Cu.m. or 353.21 Cft.A. MATERIAL
Asphalt concreteAsphalt 60/70 grade 3.5 % 25000.00 Kg. 875 70.00 61250.00 Fine aggregate 42 % M3 7 25000.00 Cft. 238 22.00 5229.81 Coarse aggregate 49.5 % M3 8 25000.00 Cft. 280 27.97 7837.72 Filler material 4.0 % M3 0.69 25000.00 Cft. 24.49 20.00 489.89 Wastage 5.0 % 3740.37
Total of "A" 78547.79
B. LABOUR
Skilled Workers Hours 1 4.0 93.75 375.00 Un-skilled Workers Hours 4 4.0 56.25 900.00
Total of "B" 1275.00
C. TOOLS & PLANTS
Batching plant 1600tons/hr capacity with operator Hours 1 1.0 1600.0 1600.00 Dump Trucks 10tons capacity with driver & fuel Hours 2 1.0 1313.00 2626.00 Paver finisher with operator & fuel Hours 1 1.0 2500.0 2500.00 Steel Wheel roller with operator & fuel Hours 1 1.5 1500.00 2250.00 Pneumatic tyre roller with operator & fuel Hours 1 1.5 1500.00 2250.00 Water Bouzer with water, driver & fuel Hours 1 1.0 434.00 434.00
Total of "C" 11660.00
Basic Cost "A+B+C" 91482.79 Add Contractor's overhead & Profit 25 % 22870.70
Total Cost for 1076 Sft. 114353.49 Rate for one Sq.ft. 106.28
Providing and laying asphalt concrete binder course compacted thickness 10 Cms (100mm thick) as per approved job mix formula using crush aggregate from hub sources or equivalent. Using asphalt of grade 60/70 during laying temperature not less than 140C° compacted by steel wheel & PTR roller. The procedure of laying binder course material & methodology shall fully comply with AASHTO and as directed by the Engineer Incharge. Minimum bitumen content should be 3.5% binder course shall be spread using paver machine. paid as per VOL-II & III of special specification.
ROAD WORKSSheet- 47
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSISRate for one Sq.m. 1143.53
ITEM NO. R-29
UNIT: Sq.m.DESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Sq.m. or 1076 Sft.Density of asphalt concrete considered 2500 Kg./Cu.m. or 70.78 Weight of asphalt concrete 12500 Kgs.Qty. of asphalt concrete 5 Cu.m. or 176.61 Cft.A. MATERIALAsphalt concreteAsphalt 60/70 grade 3 % 12500.00 Kg. 375 70.00 26250.00 Fine aggregate 50 % M3 4 12500.00 Cft. 142 22.00 3112.98 Coarse aggregate 43 % M3 3 12500.00 Cft. 122 27.97 3404.26 Filler material 4 % M3 0.35 12500.00 Cft. 12.25 20.00 244.94 Wastage 5 % 1650.61
Total of "A" 34662.80 B. LABOURSkilled Workers Hours 1 4.0 93.75 375.00 Un-skilled Workers Hours 4 4.0 56.25 900.00
Total of "B" 1275.00 C. TOOLS & PLANTSBatching plant 1600tons/hr capacity with operator Hours 1 0.8 1600.0 1280.00 Dump Trucks 10tons capacity with driver & fuel Hours 2 0.8 1313.00 2100.80 Paver finisher with operator & fuel Hours 1 0.8 2500.0 2000.00 Steel Wheel roller with operator & fuel Hours 1 1.0 1500.00 1500.00 Pneumatic tyred roller with operator & fuel Hours 1 1.0 1500.00 1500.00 Water Bouzer with water, driver & fuel Hours 1 1.0 434.00 434.00
Total of "C" 8814.80 Basic Cost "A+B+C" 44752.60
Add Contractor's overhead & Profit 25 % 11188.15 Total Cost for 1076 Sft. 55940.75
Rate for one Sq.ft. 51.99 Rate for one Sq.m. 559.41
Providing and laying asphalt concrete wearing course compacted thickness 5 Cms (50mm thick) as per approved job mix formula using crush aggregate from hub sources or equivalent. Using asphalt of grade 60/70 during laying temperature not less than 140C° compacted by steel wheel & PTR roller. The procedure of laying binder course material & methodology shall fully comply with AASHTO and as directed by the Engineer Incharge. Minimum bitumen content should be 3.5% wearing course shall be spread using paver machine. paid as per VOL-II & III pf specifications.
ROAD WORKSSheet- 48
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-30
UNIT: Sq.m.DESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Sq.m. or 1076 Sft.Density of asphalt concrete considered 2500 Kg./Cu.m. or 70.78 Weight of asphalt concrete 10000 Kgs.Qty. of asphalt concrete 4 Cu.m. or 141.28 Cft.A. MATERIALAsphalt concreteAsphalt 60/70 grade 3 % 10000.00 Kg. 300 70.00 21000.00 Fine aggregate 50 % M3 3 10000.00 Cft. 113 22.00 2490.38 Coarse aggregate 43 % M3 3 10000.00 Cft. 97 27.97 2723.41 Filler material 4 % M3 0.28 10000.00 Cft. 9.80 20.00 195.96 Wastage 5 % 1320.49
Total of "A" 27730.24 B. LABOURSkilled Workers Hours 1 4.0 93.75 375.00 Un-skilled Workers Hours 4 4.0 56.25 900.00
Total of "B" 1275.00 C. TOOLS & PLANTSBatching plant 1600tons/hr capacity with operator Hours 1 0.8 1600.0 1280.00 Dump Trucks 10tons capacity with driver & fuel Hours 2 0.8 1313.00 2100.80 Paver finisher with operator & fuel Hours 1 0.8 2500.0 2000.00 Steel Wheel roller with operator & fuel Hours 1 1.0 1500.00 1500.00 Pneumatic tyred roller with operator & fuel Hours 1 1.0 1500.00 1500.00 Water Bouzer with water, driver & fuel Hours 1 1.0 434.00 434.00
Total of "C" 8814.80 Basic Cost "A+B+C" 37820.04
Add Contractor's overhead & Profit 25 % 9455.01 Total Cost for 1076 Sft. 47275.05
Rate for one Sq.ft. 43.94
Providing and laying asphalt concrete wearing course compacted thickness 4 Cms (40mm thick) as per approved job mix formula using crush aggregate from hub sources or equivalent. Using asphalt of grade 60/70 during laying temperature not less than 140C° compacted by steel wheel & PTR roller. The procedure of laying binder course material & methodology shall fully comply with AASHTO and as directed by the Engineer Incharge. Minimum bitumen content should be 3.5% wearing course shall be spread using paver machine. paid as per VOL-II & III pf specifications.
ROAD WORKSSheet- 49
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSISRate for one Sq.m. 472.75
ITEM NO. R-31
UNIT: Cu.m.
DESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Cft. or 2.83 Cu.m.
A. MATERIAL
Ready mixed concrete 1450 PSI Cft. 100.00 135.9 13589.65 Wastage 5 % 679.48 Water charges 1 % 135.90
Total of "A" 14405.03
B. LABOUR
Coolies for placing of concrete Hours 1 1.00 56.3 56.25 Mason Hours 1 1.00 93.8 93.75
Total of "B" 150.00
C. TOOLS AND PLANTS
Concrete pump Cft. 100.00 11.3 1132.47
Total of "C" 1132.47
D. FORMWORK
P/F & removing steel formwork.Total of "D" 0.00
Basic Cost "A+B+C+D" 15687.50 Add Contractor's overhead & Profit 25 % 3921.87
Total Cost for 100 Cft. 19609.37 Rate for one Cu.ft. 196.09
Rate for one Cu.m. 6926.03
Providing and laying lean concrete having 1450 PSI cylindrical strength (ready mixed concrete) including placing compacting, finishing, curing complete , screening and washing of crushed stone aggregate excluding the cost of shuttering.
ROAD WORKSSheet- 50
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-32
UNIT: Cu.m.
DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 100 Cft. or 2.83 Cu.m.
A. MATERIAL
Ready mixed concrete 2250 PSI Cft. 100.00 150.05 15005.24 Wastage 5 % 750.26 Water charges 1 % 150.05
Total of "A" 15905.55
B.LABOUR
Coolies for placing of concrete Hours 1 1.00 56.3 56.25 Mason Hours 1 1.00 93.8 93.75
Total of "B" 150.00
C. TOOLS AND PLANTS
Concrete pump Cft. 100.00 11.3 1132.47 Vibrator including fuel & operator Hours 1 1.00 160.0 160.00
Total of "C" 1292.47
D. FORMWORK
P/F & removing steel formwork. Sft. 1 150.00 39.31 5896.50 Total of "D" 5896.50
Basic Cost "A+B+C+D" 23244.52 Add Contractor's overhead & Profit 25 % 5811.13
Total Cost for 100 Cft. 29055.65
Providing and laying reinforced cement concrete 2250 PSI cylindrical strength (ready mixed concrete) including all kinds of formwork, lifting, hoisting, placing, curing, compacting and finishing complete in all respect as shown on the drawings and as directed by the Engineer. (excluding the cost of steel reinforcement).
ROAD WORKSSheet- 51
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
Rate for one Cu.ft. 290.56
Rate for one Cu.m. 10262.46
ITEM NO. R-33
UNIT: Cu.m.
DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 100 Cft. or 2.83 Cu.m.
A. MATERIAL
Ready mixed concrete 2450 PSI Cft. 100.00 154.3 15429.91 Wastage 5 % 771.50 Water charges 1 % 154.30
Total of "A" 16355.71
B.LABOUR
Coolies for placing of concrete Hours 1 1.00 56.3 56.25 Mason Hours 1 1.00 93.8 93.75
Total of "B" 150.00
C. TOOLS AND PLANTS
Concrete pump Cft. 100.00 11.3 1132.47 Vibrator including fuel & operator Hours 1 1.00 160.0 160.00
Total of "C" 1292.47
D. FORMWORK
P/F & removing steel formwork. Sft. 1 150.00 39.31 5896.50 Total of "D" 5896.50
Basic Cost "A+B+C+D" 23694.68
Providing and laying reinforced cement concrete having 2450 PSI cylindrical strength (ready mixed concrete) including all kinds of formwork, lifting, hoisting, placing, placing compacting, finishing, curing complete in all respect as shown on the drawings and as directed by the Engineer. (Excluding the cost of steel reinforcement).
ROAD WORKSSheet- 52
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
Add Contractor's overhead & Profit 25 % 5923.67 Total Cost for 100 Cft. 29618.35
Rate for one Cu.ft. 296.18
Rate for one Cu.m. 10461.20
ITEM NO. R-34
UNIT: Cu.m.
DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 100 Cft. or 2.83 Cu.m.
A. MATERIAL
Ready mixed concrete 3000 PSI Cft. 100.00 164.2 16421.29 Wastage 5 % 821.06 Water charges 1 % 164.21
Total of "A" 17406.57
B. LABOUR
Coolies for placing of concrete Hours 1 1.00 56.3 56.25 Mason Hours 1 1.00 93.8 93.75
Total of "B" 150.00
C. TOOLS AND PLANTS
Concrete pump Cft. 100.00 11.3 1132.47 Vibrator including fuel & operator Hours 1 1.00 160.0 160.00
Total of "C" 1292.47
D. FORMWORK
P/F & removing steel formwork. Sft. 1 150.00 39.31 5896.50 Total of "D" 5896.50
Basic Cost "A+B+C+D" 24745.54
Providing and laying reinforced cement concrete having 3000 PSI cylindrical strength (ready mixed concrete) including all kinds of formwork, lifting, hoisting, placing, placing compacting, finishing, curing complete in all respect as shown on the drawings and as directed by the Engineer. (Excluding the cost of steel reinforcement).
ROAD WORKSSheet- 53
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
Add Contractor's overhead & Profit 25 % 6186.38 Total Cost for 100 Cft. 30931.92
Rate for one Cu.ft. 309.32
Rate for one Cu.m. 10925.16
ITEM NO. R-35
UNIT: Cu.m.
DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 100 Cft. or 2.83 Cu.m.
A. MATERIAL
Ready mixed concrete 4000 PSI Cft. 100.00 178.4 17836.92 Wastage 5 % 891.85 Water charges 1 % 178.37
Total of "A" 18907.13
B. LABOUR
Coolies for placing of concrete Hours 1 1.00 56.3 56.25 Mason Hours 1 1.00 93.8 93.75
Total of "B" 150.00
C. TOOLS AND PLANTS
Concrete pump Cft. 100.00 11.3 1132.47 Vibrator including fuel & operator Hours 1 1.00 160.0 160.00
Total of "C" 1292.47
D. FORMWORK
P/F & removing steel formwork. Sft. 1 150.00 39.31 5896.50 Total of "D" 5896.50
Providing and laying reinforced cement concrete having 4000 PSI cylindrical strength (ready mixed concrete) including all kinds of formwork, lifting, hoisting, placing, placing compacting, finishing, curing complete in all respect as shown on the drawings and as directed by the Engineer. (Excluding the cost of steel reinforcement).
ROAD WORKSSheet- 54
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
Basic Cost "A+B+C+D" 26246.11 Add Contractor's overhead & Profit 25 % 6561.53
Total Cost for 100 Cft. 32807.63 Rate for one Cu.ft. 328.08
Rate for one Cu.m. 11587.66
ITEM NO. R-36
UNIT: Cu.m.
DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 100 Cft. or 2.83 Cu.m.
A. MATERIAL
Ready mixed concrete 2250 PSI Cft. 100.00 150.05 15005.24 Wastage 5 % 750.26 Water charges 1 % 150.05
Total of "A" 15905.55
B.LABOUR
Coolies for placing of concrete Hours 1 1.00 56.3 56.25 Mason Hours 1 1.00 93.8 93.75
Total of "B" 150.00
C. TOOLS AND PLANTS
Concrete pump Cft. 100.00 11.3 1132.47
Total of "C" 1132.47
D. FORMWORK
Providing and laying plain cement concrete 2250 PSI cylindrical strength (ready mixed concrete) including all kinds of formwork, lifting, hoisting, placing, curing, compacting and finishing complete in all respect as shown on the drawings and as directed by the Engineer.
ROAD WORKSSheet- 55
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
P/F & removing steel formwork. Sft. 1 150.00 39.31 5896.50 Total of "D" 5896.50
Basic Cost "A+B+C+D" 23084.52 Add Contractor's overhead & Profit 25 % 5771.13
Total Cost for 100 Cft. 28855.65 Rate for one Cu.ft. 288.56
Rate for one Cu.m. 10191.82
ROAD WORKSSheet- 56
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-37
UNIT: Cu.m.
DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 100 Cft. or 2.83 Cu.m.
A. MATERIAL
Ready mixed concrete 2450 PSI Cft. 100.00 154.3 15429.91 Wastage 5 % 771.50 Water charges 1 % 154.30
Total of "A" 16355.71
B.LABOUR
Coolies for placing of concrete Hours 1 1.00 56.3 56.25 Mason Hours 1 1.00 93.8 93.75
Total of "B" 150.00
C. TOOLS AND PLANTS
Concrete pump Cft. 100.00 11.3 1132.47
Total of "C" 1132.47
D. FORMWORK
P/F & removing steel formwork. Sft. 1 150.00 39.31 5896.50 Total of "D" 5896.50
Basic Cost "A+B+C+D" 23534.68 Add Contractor's overhead & Profit 25 % 5883.67
Total Cost for 100 Cft. 29418.35 Rate for one Cu.ft. 294.18
Rate for one Cu.m. 10390.56
Providing and laying plain cement concrete having 2450 PSI cylindrical strength (ready mixed concrete) including all kinds of formwork, lifting, hoisting, placing, placing compacting, finishing, curing complete in all respect as shown on the drawings and as directed by the Engineer.
ROAD WORKSSheet- 57
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-38
UNIT: Cu.m.
DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 100 Cft. or 2.83 Cu.m.
A. MATERIAL
Ready mixed concrete 3000 PSI Cft. 100.00 164.2 16421.29 Wastage 5 % 821.06 Water charges 1 % 164.21
Total of "A" 17406.57
B. LABOUR
Coolies for placing of concrete Hours 1 1.00 56.3 56.25 Mason Hours 1 1.00 93.8 93.75
Total of "B" 150.00
C. TOOLS AND PLANTS
Concrete pump Cft. 100.00 11.3 1132.47
Total of "C" 1132.47
D. FORMWORK
P/F & removing steel formwork. Sft. 1 150.00 39.31 5896.50 Total of "D" 5896.50
Basic Cost "A+B+C+D" 24585.54 Add Contractor's overhead & Profit 25 % 6146.38
Total Cost for 100 Cft. 30731.92 Rate for one Cu.ft. 307.32
Rate for one Cu.m. 10854.52
Providing and laying plain cement concrete having 3000 PSI cylindrical strength (ready mixed concrete) including all kinds of formwork, lifting, hoisting, placing, placing compacting, finishing, curing complete in all respect as shown on the drawings and as directed by the Engineer.
ROAD WORKSSheet- 58
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-39
UNIT: Cu.m.
DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 100 Cft. or 2.83 Cu.m.
A. MATERIAL
Ready mixed concrete 4000 PSI Cft. 100.00 178.4 17836.92 Wastage 5 % 891.85 Water charges 1 % 178.37
Total of "A" 18907.13
B. LABOUR
Coolies for placing of concrete Hours 1 1.00 56.3 56.25 Mason Hours 1 1.00 93.8 93.75
Total of "B" 150.00
C. TOOLS AND PLANTS
Concrete pump Cft. 100.00 11.3 1132.47
Total of "C" 1132.47
D. FORMWORK
P/F & removing steel formwork. Sft. 1 150.00 39.31 5896.50 Total of "D" 5896.50
Basic Cost "A+B+C+D" 26086.11 Add Contractor's overhead & Profit 25 % 6521.53
Total Cost for 100 Cft. 32607.63 Rate for one Cu.ft. 326.08
Rate for one Cu.m. 11517.02
Providing and laying plain cement concrete having 4000 PSI cylindrical strength (ready mixed concrete) including all kinds of formwork, lifting, hoisting, placing, placing compacting, finishing, curing complete in all respect as shown on the drawings and as directed by the Engineer.
ROAD WORKSSheet- 59
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-40
UNIT: tonne
DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 1 tonne
A. MATERIAL
Steel bars tonne 1.00 73500.0 73500.00 Binding wire @ 10 Kg./tonne Kg. 10.00 115.0 1150.00 Wastage 5 % 3732.50 Chairs, spacer block etc. 500.00 Cartage & handling 500.00
Total of "A" 79382.50
B.LABOUR
Skilled worker Hours 4 8.00 93.8 3000.00 Coolies Hours 8 8.00 56.3 3600.00
Total of "B" 6600.00
C. TOOLS AND PLANTS
Cutting machine Hours 1 1.00 75.0 75.00 Bending machine Hours 1 1.00 55.0 55.00
Total of "C" 130.00
Basic Cost "A+B+C" 86112.50 Add Contractor's overhead & Profit 25 % 21528.13
Total Cost for 1 tonne 107640.63
Rate for one tonne 107,640.63
Providing, cutting, bending and binding high tensile deformed billet steel round bars (60,000 psi) conforming to ASTM 615 including the cost of binding wire, wastages, chairs, spacers block, hoisting and placing in position and such over laps as are not shown over the drawing, etc; at any level and any height complete in all respect as per drawings and instructions/ approval of the Engineer.
ROAD WORKSSheet- 60
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-41
UNIT: tonne
DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 1 tonne
A. MATERIAL
Steel bars tonne 1.00 62000.0 62000.00 Binding wire @ 10 Kg./tonne Kg. 10.00 115.0 1150.00 Wastage 5 % 3157.50 Chairs, spacer block etc. 500.00 Cartage & handling 500.00
Total of "A" 67307.50
B.LABOUR
Skilled worker Hours 4 8.00 93.8 3000.00 Coolies Hours 8 8.00 56.3 3600.00
Total of "B" 6600.00
C. TOOLS AND PLANTS
Cutting machine Hours 1 1.00 75.0 75.00 Bending machine Hours 1 1.00 55.0 55.00
Total of "C" 130.00
Basic Cost "A+B+C" 74037.50 Add Contractor's overhead & Profit 25 % 18509.38
Total Cost for 1 tonne 92546.88
Rate for one tonne 92,546.88
Providing, cutting, bending and binding high tensile tor steel bars (60,000 psi) conforming to ASTM 615 including the cost of binding wire, wastages, chairs, spacers block, hoisting and placing in position and such over laps as are not shown over the drawing, etc; at any level and any height complete in all respect as per drawings and instructions/ approval of the Engineer.As per general specification Vol-II and special specification Vol-III.
ROAD WORKSSheet- 61
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-42
UNIT: Running meterDESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 10 Rft. 3.05 M Volume of concrete for 1M 0.29 m3 or 10.24 Cft.
Size Volume of concrete for 3.05 M 0.88 m3 or 31.22 Cft.
Bottom width =500mm, (1'-8") Top width= 100mm (4"), Height= 950mm ( 3'-2")A. MATERIAL
Ready mixed concrete
1450 PSI concrete 0.21 m3 or 7.541 Cft. (ratio 1:3:6) Cft. 7.54 135.90 1024.80 3000 PSI concrete Cft. 31.22 164.21 5126.63 Wastage 5 % 307.57
Total of "A" 6459.00
B.LABOUR Coolies for excavation & placing of concrete Hours 4 1.00 56.25 225.00 Mason for levelling of concrete Hours 2 1.00 93.75 187.50
Total of "B" 412.50
C. TOOLS AND PLANTS
Vibrator incl.fuel & driver Hours 1 1.00 160.00 160.00 Concrete pump Cft. 1 38.76 11.32 438.95 Crane 10 Ton including operator Hours 1 0.50 1491.54 745.77
Total of "C" 1344.72
D. FORMWORKS Providing,fixing & removing steel formwork Sft. 1 78.05 39.31 3068.15 @ 2.5Sft./Cft.
Total of "D" 3068.15
Basic Cost "A+B+C+D" 11284.37 Add Contractor's overhead & Profit 25 % 2821.09
Total Cost for 10 Rft. 14105.46 Rate for one Rft. (for section area 3.50 Sft.) 1410.55
Rate for one RM. 4628.00
Providing and laying fairfaced reinforced cement concrete new jersey barrier having 3000 PSI compressive cylindrical strength Concrete (Ready mixed concrete) (area 3.50 Sft) as per drawing including the cost of excavation, formwork, lean concrete 1450 PSI compressive cylindrical strength etc. complete in all respect. (Excluding the cost steel reinforcement)
ROAD WORKSSheet- 62
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-43
UNIT: Running meterDESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 10 Rft. 3.05 M Volume of concrete for 1M 0.29 m3 or 10.24 Cft.
Size Volume of concrete for 3.05 M 0.88 m3 or 31.22 Cft.
Bottom width =500mm, (1'-8") Top width= 100mm (4"), Height= 950mm ( 3'-2") 5.28 A. MATERIAL
Ready mixed concrete
1450 PSI concrete 0.21 m3 or 7.541 Cft. (ratio 1:3:6) Cft. 7.54 135.90 1024.80 3000 PSI concrete Cft. 31.22 164.21 5126.63 Wastage 5 % 307.57
Total of "A" 6459.00
B.LABOUR Coolies for excavation & placing of concrete Hours 4 1.00 56.25 225.00 Mason for levelling of concrete Hours 2 1.00 93.75 187.50
Total of "B" 412.50
C. TOOLS AND PLANTS
Vibrator incl.fuel & driver Hours 1 1.00 160.00 160.00 Concrete pump Cft. 1 38.76 11.32 438.95 Crane 10 Ton including operator Hours 1 0.50 1491.54 745.77
Total of "C" 1344.72
D. FORMWORKS Providing,fixing & removing steel formwork Sft. 1 78.05 39.31 3068.15 @ 2.5Sft./Cft.
Total of "D" 3068.15
Basic Cost "A+B+C+D" 11284.37 Add Contractor's overhead & Profit 25 % 2821.09
Total Cost for 10 Rft. 14105.46 Rate for one Rft. (for section area 3.50 Sft.) 1410.55
Rate for one Rft. (for section area 1 Sft.) 403.01
Rate for one Rft. (for section area 2 Sft.) 806.03
Rate for one RM. 2644.57
Providing and laying fairfaced reinforced cement concrete new jersey barrier having 3000 PSI compressive cylindrical strength Concrete (Ready mixed concrete) (area 2.0 Sft) as per drawing including the cost of excavation, formwork, lean concrete 1450 PSI compressive cylindrical strength etc. complete in all respect. (Excluding the cost steel reinforcement)
ROAD WORKSSheet- 63
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-44
UNIT: Running metreDESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 10 Rft. 3.05 M Volume of concrete for 1M 0.29 m3 or 10.24 Cft.
Size Volume of concrete for 3.05 M 0.88 m3 or 31.22 Cft.
Bottom width =500mm, (1'-8") Top width= 100mm (4"), Height= 950mm ( 3'-2") 5.28 A. MATERIAL
Ready mixed concrete
1450 PSI concrete 0.21 m3 or 7.541 Cft. (ratio 1:3:6) Cft. 7.54 135.90 1024.80 3000 PSI concrete Cft. 31.22 164.21 5126.63 Wastage 5 % 307.57
Total of "A" 6459.00
B.LABOUR Coolies for excavation & placing of concrete Hours 4 1.00 56.25 225.00 Mason for levelling of concrete Hours 2 1.00 93.75 187.50
Total of "B" 412.50
C. TOOLS AND PLANTS
Vibrator incl.fuel & driver Hours 1 1.00 160.00 160.00 Concrete pump Cft. 1 38.76 11.32 438.95 Crane 10 Ton including operator Hours 1 0.50 1491.54 745.77
Total of "C" 1344.72
D. FORMWORKS Providing,fixing & removing steel formwork Sft. 1 78.05 39.31 3068.15 @ 2.5Sft./Cft.
Total of "D" 3068.15
Basic Cost "A+B+C+D" 11284.37 Add Contractor's overhead & Profit 25 % 2821.09
Total Cost for 10 Rft. 14105.46 Rate for one Rft. (for section area 3.50 Sft.) 1410.55
Rate for one Rft. (for section area 1 Sft.) 403.01
Providing and laying fairfaced reinforced cement concrete new jersey barrier having 3000 PSI compressive cylindrical strength Concrete (Ready mixed concrete) (area 1.50 Sft) as per drawing including the cost of excavation, formwork, lean concrete 1450 PSI compressive cylindrical strength etc. complete in all respect. (Excluding the cost steel reinforcement)
ROAD WORKSSheet- 64
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
Rate for one Rft. (for section area 1.50 Sft.) 604.52
Rate for one RM. 1983.43
ITEM NO. R-45
UNIT: Running metreDESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Rft. or 30 MetresA. MATERIAL
Kerbstone No. 100.00 175.00 17500.00 Cartage No. 100.00 11.00 1100.00 Cement mortar (1:4) in base 3 Cft.Cement Bags 0.71 395.00 278.71 Sand Cft. 3.53 22.00 77.61 1450 PSI concrete (lean) 49.50 Cft. (ratio 1:3:6)
Cement Bags 5.82 395.00 2299.37 Sand Cft. 21.83 22.00 480.21 Crushed stone Cft. 43.66 27.97 1221.27 2250 PSI concrete for haunching 10.90 Cft. (ratio 1:2:4)
Cement Bags 1.83 395.00 723.32 Sand Cft. 4.58 22.00 100.71 Crushed stone Cft. 9.16 27.97 256.12 Wastage 5 % 1201.87 Water charges 2 % 480.75
Total of "A" 25719.94
B.LABOUR Skilled worker Hours 2 8.00 93.75 1500.00 Unskilled worker Hours 2 8.00 56.25 900.00 Coolies for excavation Hours 1 8.00 56.25 450.00
Total of "B" 2850.00
C. FORMWORKS Providing, fixing & removing formwork (ordinary) Sft. 1 100.00 20.00 2000.00
Total of "C" 2000.00
Providing & fixing Precast Kerb Block 3750 PSI Industrial Made Size 6 inches thick x 12 inches long x 18 inches high including the cost of Cartage, excavation, form Work for haunching, 1450 PSI lean concrete, 2250 PSI concrete for haunching, 1:4 cement sand mortar etc Complete in all respect.
ROAD WORKSSheet- 65
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
Basic Cost "A+B+C" 30569.94 Add Contractor's overhead & Profit 25 % 7642.48
Total Cost for 100 Rft. 38212.42 Rate for one Rft. 382.12
Rate for one RM. 1253.75
ITEM NO. R-46
UNIT: Running metreDESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Rft. or 30 Metres
A. MATERIAL
Kerbstone No. 100.00 175.00 17500.00 Cartage No. 100.00 11.00 1100.00 Cement mortar (1:4) in base 3 Cft.Cement Bags 0.71 395.00 278.71 Sand Cft. 3.53 22.00 77.61 1450 PSI concrete (lean) 49.50 Cft. (ratio 1:3:6)
Cement Bags 5.82 395.00 2299.37 Sand Cft. 21.83 22.00 480.21 Crushed stone Cft. 43.66 27.97 1221.27 2250 PSI concrete fill between kerbs 75.00 Cft. (ratio 1:2:4)
Cement Bags 12.60 395.00 4977.00 Sand Cft. 31.50 22.00 692.94 Crushed stone Cft. 63.00 27.97 1762.29 Wastage 5 % 1519.47 Water charges 2 % 607.79
Total of "A" 32516.66
B.LABOUR Skilled worker Hours 2 8.00 93.75 1500.00 Unskilled worker Hours 2 8.00 56.25 900.00 Coolies for excavation Hours 1 8.00 56.25 450.00
Total of "B" 2850.00
Providing & fixing Precast Kerb Block 3750 PSI Industrial Made Size 6 inches thick x 12 inches long x 18 inches high including the cost of Cartage, excavation, form Work for haunching, 1450 PSI lean concrete, 2250 PSI concrete 6"x18" fill beweeen two kerbs, laid in 1:4 cement sand mortar etc Complete in all respect.
ROAD WORKSSheet- 66
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
Basic Cost "A+B" 35366.66
Add Contractor's overhead & Profit 25 % 8841.67 Total Cost for 100 Rft. 44208.33
Rate for one Rft. 442.08
Rate for one RM. 1450.48
ITEM NO. R-47
UNIT: Running metreDESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Rft. or 30 MetresA. MATERIAL
Kerbstone No. 100.00 170.00 17000.00 Cartage No. 100.00 11.00 1100.00 Cement mortar (1:4) in base 3 Cft.Cement Bags 0.71 395.00 278.71 Sand Cft. 3.53 22.00 77.61 1450 PSI concrete (lean) 49.50 Cft. (ratio 1:3:6)
Cement Bags 5.82 395.00 2299.37 Sand Cft. 21.83 22.00 480.21 Crushed stone Cft. 43.66 27.97 1221.27 2250 PSI concrete for haunching 10.90 Cft. (ratio 1:2:4)
Cement Bags 1.83 395.00 723.32 Sand Cft. 4.58 22.00 100.71 Crushed stone Cft. 9.16 27.97 256.12 Wastage 5 % 1176.87 Water charges 2 % 470.75
Total of "A" 25184.94
B.LABOUR Skilled worker Hours 2 8.00 93.75 1500.00 Unskilled worker Hours 2 8.00 56.25 900.00 Coolies for excavation Hours 1 8.00 56.25 450.00
Providing & fixing Precast Edge Block 3750 PSI Industrial Made Size 6 inches thick x 12 inches long x 12 inches high including the cost of Cartage, excavation, form Work for haunching, 1450 PSI lean concrete, 2250 PSI concrete for haunching, 1:4 cement sand mortar etc Complete in all respect.
ROAD WORKSSheet- 67
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
Total of "B" 2850.00
C. FORMWORKS Providing, fixing & removing formwork (ordinary) Sft. 1 100.00 20.00 2000.00
Total of "C" 2000.00
Basic Cost "A+B+C" 30034.94 Add Contractor's overhead & Profit 25 % 7508.73
Total Cost for 100 Rft. 37543.67 Rate for one Rft. 375.44
Rate for one RM. 1231.81
ITEM NO. R-48
UNIT: No.
DESCRIPTION:- Reflectorized pavement studs (raised profile type single) aluminium.
Detail Unit No. Quantity Rate AmountDetail for 100 No.
A. MATERIAL
Road studs raised profile type single (aluminium) No. 100.00 385.00 38500.00
Cement Bag. 1.00 395.00 395.00
sand Cft. 0.05 22.00 1.10 Cartage LS 150.00
Total of "A" 39046.10
B. LABOUR
Skilled Workers Hours 1 8.0 93.75 750.00 Un-skilled Workers Hours 3 8.0 56.25 1350.00
Total of "B" 2100.00
C. TOOLS & PLANTS
Compressor 300cfm Hours 1 5.00 625.00 3125.00 Rock driller Hours 1 5.00 325.00 1625.00
Total of "C" 4750.00
Basic Cost "A+B+C" 45896.10 Add Contractor's overhead & Profit 25 % 11474.02
ROAD WORKSSheet- 68
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
Total Cost for 100 No. 57370.12
Rate for one No. 573.70
ITEM NO. R-49
UNIT: No.DESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 5 SignsA. MATERIAL
G.I. pipe Post 3" dia. (medium duty) Rft. 34.45 271.06 9338.07 20mm (3/4") thick base plate (350x350mm) tonne 0.096 92000.0 8846.72 8mm thick stiffener plate tonne 0.006 92000.0 552.00 Bolts 12mm dia. 300mm long No. 20.000 350.0 7000.00 G.I.Sheet sign board 16 guage Kg. 50.870 100.0 5087.00 CC 1:4:8 lean concrete Cft. 3.580 71.5 255.93 CC 1:2:4 (3000 PSI) concrete Cft. 18.000 100.3 1805.09 Providing and applying enamel paint. Sft. 53.160 30.0 1594.80 Providing retroreflecting sheet diamond grade 3M Sft. 43.580 490.0 21354.20 Providing base sheet border & letting Sft. 13.074 490.0 6406.26 Cartage of materials LS 750.00 Wastage 5 % 1723.98
Total of "A" 64714.05
B.LABOUR Skilled worker Hours 1 8.00 93.75 750.00 Unskilled worker Hours 4 8.00 56.25 1800.00 Fabrication & erection of pipe post & sign etc. Kg. 50.972 25.0 1274.30
Providing & Fixing traffic sign boards (regulatory sign 3 feet dia.) comprising 3" dia. G.I. pipe post, m.s. base plate, stiffeners, nuts, bolts, 16 guage G.I. sheet, lean concrete, 3000 PSI concrete in foundations, excavation, enamel paint, retroreflective sheet diamond grade, lettering & signs complete in all respect as shown on the drawings and as directed by the Engineer.
ROAD WORKSSheet- 69
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
Fixing of reflective sheet Sft. 56.654 25.0 1416.35 Total of "B" 5240.65
C. FORMWORKS Providing, fixing & removing formwork @ 2Sft./Cft. Sft. 1 36.00 20.00 720.00
Total of "C" 720.00
Basic Cost "A+B+C" 70674.70 Add Contractor's overhead & Profit 25 % 17668.67
Total Cost for 5 Signs 88343.37
Rate for one Regulatory Sign (3'' dia.) 17668.67
ITEM NO. R-50
UNIT: No.DESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 5 SignsA. MATERIAL
G.I. pipe Post 3" dia. (medium duty) Rft. 34.45 271.06 9338.07 20mm (3/4") thick base plate (350x350mm) tonne 0.096 92000.0 8846.72 8mm thick stiffener plate tonne 0.006 92000.0 552.00 Bolts 12mm dia. 300mm long No. 20.000 350.0 7000.00 G.I.Sheet sign board 16 guage Kg. 33.910 100.0 3391.00 CC 1:4:8 lean concrete Cft. 3.580 71.5 255.93 CC 1:2:4 (3000 PSI) concrete Cft. 18.000 100.3 1805.09 Providing and applying enamel paint. Sft. 53.160 30.0 1594.80 Providing retroreflecting sheet diamond grade 3M Sft. 14.530 490.0 7119.70 Providing base sheet border & letting Sft. 4.359 490.0 2135.91 Cartage of materials LS 750.00 Wastage 5 % 1639.18
Total of "A" 44428.40
B.LABOUR Skilled worker Hours 1 8.00 93.75 750.00 Unskilled worker Hours 4 8.00 56.25 1800.00
Providing & Fixing traffic sign boards (warning sign 3'x3'x3' triangle) comprising 3" dia. G.I. pipe post, m.s.. base plate, stiffeners, nuts, bolts, 16 guage G.I. sheet, lean concrete, 3000 PSI concrete in foundations, excavation, enamel paint, retroreflective sheet diamond grade, lettering & signs complete in all respect as shown on the drawings and as directed by the Engineer.
ROAD WORKSSheet- 70
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
Fabrication & erection of pipe post & sign etc. Kg. 34.012 25.0 850.30 Fixing of reflective sheet Sft. 18.889 25.0 472.22
Total of "B" 3872.53
C. FORMWORKS Providing, fixing & removing formwork @ 2Sft./Cft. Sft. 1 36.00 20.00 720.00
Total of "C" 720.00
Basic Cost "A+B+C" 49020.92 Add Contractor's overhead & Profit 25 % 12255.23
Total Cost for 5 Signs 61276.16
Rate for one Warning Sign (3'x3'x3') triangle 12255.23
ITEM NO. R-51
UNIT: Sq.m.DESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Sft.
A. MATERIAL
Paving stone 60mm thick pigmented Sft. 100.00 56.69 5669.14 Cartage Sft. 100.00 11.00 1100.00 Sand cushion 50mm (2") thick Cft. 16.00 22.00 351.97 Wastage 5 % 356.06
Total of "A" 7477.17
B.LABOUR Skilled worker Hours 1 4.00 93.75 375.00 Unskilled worker Hours 2 4.00 56.25 450.00
Total of "B" 825.00
C. TOOLS AND PLANTS Plate Compactor including operator Hours 1 1.00 212.00 212.00
Total of "C" 212.00
Basic Cost "A+B+C" 8514.17 Add Contractor's overhead & Profit 25 % 2128.54
Providing and Fixing cement paving blocks flooring having size of 197x97 60(mm) of city / Quadra / cobble shape with pigmented having strength between 5000 psi to 8500 psi including filling the joints with approved sand and laid in approved pattern and design including 50mm thick sand cushion/ bedding complete in all respect.
ROAD WORKSSheet- 71
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
Total Cost for 100 Sft. 10642.72 Rate for one Sq.ft. 106.43 Rate for one Sq.m. 1145.16
ITEM NO. R-52
UNIT: Sq.m.DESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Sft. or 16 Cft.
A. MATERIAL
3000 PSI ready mixed concrete Cft. 16.00 164.21 2627.41 Glass dividing strips Rft. 10.00 5.00 50.00 Wastage 5 % 133.87 Water charges 2 % 55.23
Total of "A" 2866.50
B.LABOUR Skilled worker Hours 2 8.00 93.75 1500.00 Unskilled worker Hours 2 8.00 56.25 900.00 Coolies for curing Hours 1 4.00 56.25 225.00
Total of "B" 2625.00
Basic Cost "A+B" 5491.50 Add Contractor's overhead & Profit 25 % 1372.88
Total Cost for 100 Sft. 6864.38 Rate for one Sq.ft. 68.64 Rate for one Sq.m. 738.61
Providing and Laying 2" Thick 3000 PSI (Ready Mixed) Cylindrical Strength cement concrete floor smooth finished including glass dividing strips laid in panels etc; complete in all respect.
ROAD WORKSSheet- 72
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-53
UNIT: Sq.m.DESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Sft. or 25 Cft.
A. MATERIAL
3000 PSI ready mixed concrete Cft. 25.00 164.21 4105.32 Glass dividing strips Rft. 10.00 5.00 50.00 Wastage 5 % 207.77 Water charges 2 % 86.26
Total of "A" 4449.35
B.LABOUR Skilled worker Hours 2 8.00 93.75 1500.00 Unskilled worker Hours 2 8.00 56.25 900.00 Coolies for curing Hours 1 4.00 56.25 225.00
Total of "B" 2625.00
Basic Cost "A+B" 7074.35 Add Contractor's overhead & Profit 25 % 1768.59
Total Cost for 100 Sft. 8842.94
Providing and Laying 3" Thick 3000 PSI (Ready Mixed) Cylindrical Strength cement concrete floor smooth finished including glass dividing strips laid in panels etc; complete in all respect.
ROAD WORKSSheet- 73
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSISRate for one Sq.ft. 88.43 Rate for one Sq.m. 951.50
ROAD WORKSSheet- 74
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-54
UNIT: Sq.m.DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 100 Sft. or 9.29 Sq.m.
A. MATERIAL
A-1 Steel plates
Steel plates 10 guage 3.15 mm thick Kg. 229.81 95.00 21831.90 density taken 7850 kg./Cu.m.Add for bracking etc. 10 % Kg. 22.98 95.00 2183.19
Total 24015.09 less salvaged value 252.79 Kg. Kg. -252.79 25.00 -6319.76
Total after deduction of salvaged value 17695.33 Considering repetitions 40 times 442.38
Total of "A-1" 442.38
A-2 Scaffolding pipes, joints, runner etc. LS 1502.00 Total of "A-2" 1502.00
Total of "A" 1944.38
B.LABOUR Skilled worker Hours 1 8.00 93.75 750.00 Unskilled worker Hours 1 8.00 56.25 450.00
Total of "B" 1200.00
Basic Cost "A+B" 3144.38 Add Contractor's overhead & Profit 25 % 786.10
Total Cost for 100 Sft. 3930.48 Rate for one Sq.ft. 39.30
Rate for one Sq.m. 422.92
Providing and Fixing Fair Face steel form work the form shall be made with 10 gauge steel plate and fixed at site with the help of steel and clamps on such a way that form will hold and resist the vibrating and pouring force and when form is open the concrete. The concrete surfaces shall be smooth and free from honey combing that no plaster and repair is required and compacted the job as per instruction.
ROAD WORKSSheet- 75
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-55
UNIT: Per Hour
DESCRIPTION:- Bailing/ Dewatering and pumping out water Dewatering from excavation.
Detail Unit No. Quantity Rate AmountDetail for 1440.00 HoursA. MATERIALPipes R.M. 120.00 550.0 66000.00 Add 20 % for fittings 13200.00 Misc. 9600.00 Cartage 2500.00
Total of "A" 91300.00 B.LABOUR
For Excavation Phase
Pumping set operators (12 hoursx 30 days)=360 Hours 1 360.00 93.8 33750.00 For construction Phase
Pumping set operators (24 hoursx 30 days)=720 Hours 1 720.00 93.8 67500.00 Skilled worker for fixing pumps & piping Hours 2 16.00 93.8 3000.00 Unskilled work for fixing pumps & piping Hours 2 16.00 56.3 1800.00
Total of "B" 106050.00 C. TOOLS AND PLANTSWorking pumps
Pumping set 30 Cu.m./hour No. 1 1 25000.00 25,000.00
Pumping set 60 Cu.m./hour No. 1 1 30000.00 30,000.00
Standby pumps
Pumping set 30 Cu.m./hour No. 1 1 25000.00 25,000.00
Pumping set 60 Cu.m./hour No. 1 1 30000.00 30,000.00
Less salvage value -25% -27,500.00
Repair & maintenance 25 % 27,500.00
Total of "C" 110000.00 D. PUMP FUEL CONSUMPTION Litres 2160 100.00 216,000.00
consumption @ 1 litre/ hour
For Excavation Phase
12 hours for 30 days 2 pump 12 hours 30 days 720 litres
For Construction Phase
24 hours for 30 days 2 pump 24 hours 30 days 1440 litres
Total consumption 2160 Litres
Total of "D" 216000.00
Basic Cost "A+B+C+D" 523350.00 Add Contractor's overhead & Profit 25 % 130837.50
Total Cost for 1440 Hours 654187.50 Rate for one Hour 454.30
ROAD WORKSSheet- 76
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-56
UNIT: Sq.m.DESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Sft.
375A. MATERIAL
Thermoplastic paint Kg. 37.17 165.00 6133.83 coverage 4.00 Kg./Sq.m. (1.5mm thick)Glass beads 250 gms/Sq.m. Kg. 2.32 86.50 200.98 Wastage 5 % 316.74 Cartage 50.00
Total of "A" 6701.55
B.LABOUR Skilled worker Hours 1 1.00 93.75 93.75 Unskilled worker Hours 1 1.00 56.25 56.25
Total of "B" 150.00
C. TOOLS & PLANTS
Power broom including operator Hours 1 0.25 625.00 156.25 Paint spray machine with boiler including operator Hours 1 1.00 600.00 600.00
Total of "C" 756.25
Basic Cost "A+B+C" 7607.80 Add Contractor's overhead & Profit 25 % 1901.95
Total Cost for 100 Sft. 9509.74 Rate for one Sq.ft. 95.10
Rate for one Sq.m. 1023.25
Providing and applying thermoplastic traffic marking paint (1.50mm thick) with drop of glass bead, cleaning of dust & dirt by mechanical means and all neceesary arrangement for diversion of traffic complete in all respect as directed by the Engineer.
ROAD WORKSSheet- 77
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-57
UNIT: Sq.m.DESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Sft.
A. MATERIAL
Chlorinated rubber paint Litres 3.72 425.00 1579.93 coverage 2.5 Sq.m./litreThinner 10 % Litres 0.37 215.00 79.93 Wastage 5 % 82.99 Cartage 50.00
Total of "A" 1792.84
B.LABOUR Skilled worker Hours 1 2.00 93.75 187.50 Unskilled worker Hours 1 2.00 56.25 112.50
Total of "B" 300.00
C. TOOLS & PLANTS
Power broom including operator Hours 1 1.00 625.00 625.00 Paint spray machine including operator Hours 1 1.00 600.00 600.00
Total of "C" 1225.00
Basic Cost "A+B+C" 3317.84 Add Contractor's overhead & Profit 25 % 829.46
Total Cost for 100 Sft. 4147.30 Rate for one Sq.ft. 41.47
Rate for one Sq.m. 446.25
Providing and applying chlorinated rubber traffic marking paint (DFT 100microns) including cleaning of dust & dirt by mechanical means and all neceesary arrangement for diversion of traffic complete in all respect as directed by the Engineer.
ROAD WORKSSheet- 78
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-58
UNIT: Running meterDESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Rft. or 30 Metres
A. MATERIAL
Cement mortar (1:4) 3 Cft.Cement Bags 0.71 395.00 278.71 Sand Cft. 3.53 22.00 77.61 1450 PSI concrete (lean) 49.50 Cft. (ratio 1:3:6)
Cement Bags 5.82 395.00 2299.37 Sand Cft. 21.83 22.00 480.21 Crushed stone Cft. 43.66 27.97 1221.27 2250 PSI concrete for haunching 10.90 Cft. (ratio 1:2:4)
Cement Bags 1.83 395.00 723.32 Sand Cft. 4.58 22.00 100.71 Crushed stone Cft. 9.16 27.97 256.12 Wastage 5 % 271.87 Water charges 2 % 108.75
Total of "A" 5817.94
B.LABOUR Skilled worker Hours 2 8.00 93.75 1500.00 Unskilled worker Hours 2 8.00 56.25 900.00 Coolies for excavation Hours 1 8.00 56.25 450.00
Total of "B" 2850.00
C. FORMWORKS Providing, fixing & removing formwork Sft. 1 50.00 39.31 1965.50
Total of "C" 1965.50
Basic Cost "A+B+C" 10633.44 Add Contractor's overhead & Profit 25 % 2658.36
Total Cost for 100 Rft. 13291.79 Rate for one Rft. 132.92
Rate for one RM. 436.10
Fixing Precast Kerb Block aleady stock at site including the cost of excavation, form Work for haunching, 450 PSI lean concrete, 2250 PSI concrete for haunching, 1:4 cement sand mortar etc Complete in all respect.
ROAD WORKSSheet- 79
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-59
UNIT: Sq.m.DESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Sft.
A. MATERIAL
Sand cushion 50mm (2") thick Cft. 16.00 22.00 351.97 Wastage 5 % 17.60
Total of "A" 369.57
B.LABOUR Skilled worker Hours 1 4.00 93.75 375.00 Unskilled worker Hours 2 4.00 56.25 450.00
Total of "B" 825.00
C. TOOLS AND PLANTS Plate Compactor Hours 1 1.00 212.00 212.00
Total of "C" 212.00
Basic Cost "A+B+C" 1406.57 Add Contractor's overhead & Profit 25 % 351.64
Total Cost for 100 Sft. 1758.21 Rate for one Sq.ft. 17.58
Rate for one Sq.m. 189.18
Fixing paving blocks already stock at site including filling the joints with approved sand and laid in approved pattern and design including 50mm thick sand cushion/ bedding complete in all respect.
ROAD WORKSSheet- 80
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-60
UNIT: Running meterDESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Rft. or 30 Metres
A. LABOUR Unskilled worker Hours 2 8.00 56.25 900.00
Total of "A" 900.00
B. TOOLS AND PLANTS Misc. LS 75.00
Total of "B" 75.00
Basic Cost "A+B" 975.00 Add Contractor's overhead & Profit 25 % 243.75
Total Cost for 100 Rft. 1218.75 Rate for one Rft. 12.19
Rate for one RM. 39.99
Removing of existing Precast Kerb Block any pattern, any thickness including stacking at suitable places all leads and lifts Complete in all respect as directed by the Engineer.
ROAD WORKSSheet- 81
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-61
UNIT: Sq.m.DESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Sft.
A. LABOUR Unskilled worker Hours 3 8.00 56.25 1350.00
Total of "A" 1350.00
B. TOOLS AND PLANTS Misc. LS 250.00
Total of "B" 250.00
Basic Cost "A+B" 1600.00 Add Contractor's overhead & Profit 25 % 400.00
Total Cost for 100 Sft. 2000.00 Rate for one Sq.ft. 20.00
Rate for one Sq.m. 215.20
Removing paving blocks including stacking at suitable place all lead and lifts complete in all respect as directed by the Engineer..
ROAD WORKSSheet- 82
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-62
UNIT: Cu.m.DESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Cft or 2.83 Cu.m.A. MATERIAL
Random stone Cft. 100.00 20.00 2000.00 Wastage 5 % 100.00
Total of "A" 2100.00
B.LABOUR Skilled worker Hours 2 8.00 93.75 1500.00 Unskilled worker Hours 2 8.00 56.25 900.00
Total of "B" 2400.00
C. TOOLS AND PLANTS Misc. LS 258.00
Total of "C" 258.00
Basic Cost "A+B+C" 4758.00 Add Contractor's overhead & Profit 25 % 1189.50
Total Cost for 100 Cft 5947.50 Rate for one Cu.ft. 59.48
Rate for one Cu.m. 2100.72
Providing & laying random rubble stone masonry dry, roughly hammer dressed stone, well bonded, faced with hammer dresssed selected stone, Complete in all respect.
ROAD WORKSSheet- 83
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-63
UNIT: Cu.m.DESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Cft or 2.83 Cu.m.A. MATERIAL
Random stone Cft. 100.00 20.00 2000.00 Laid in 1:4 cement mortar 10 Cft.Cement Bags 2.35 395.00 929.04 Sand Cft. 11.76 22.00 258.70 Wastage 5 % 159.39 Water charges 2 % 63.75
Total of "A" 3410.88
B.LABOUR Skilled worker Hours 3 8.00 93.75 2250.00 Unskilled worker Hours 3 8.00 56.25 1350.00
Total of "B" 3600.00
C. TOOLS AND PLANTS Misc. LS 250.00
Total of "C" 250.00
Basic Cost "A+B+C" 7260.88 Add Contractor's overhead & Profit 25 % 1815.22
Total Cost for 100 Cft 9076.10 Rate for one Cu.ft. 90.76
Rate for one Cu.m. 3205.77
Providing & laying random rubble stone masonry dry, roughly hammer dressed stone, well bonded, faced with hammer dresssed selected stone, laind and jointed in 1:4 cement sand mortar Complete in all respect.
ROAD WORKSSheet- 84
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-64
UNIT: Cu.m.DESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Cft or 2.83 Cu.m.A. MATERIAL
Dressed stone Cft. 100.00 60.00 6000.00 Wastage 5 % 300.00
Total of "A" 6300.00
B.LABOUR Skilled worker Hours 2 8.00 93.75 1500.00 Unskilled worker Hours 2 8.00 56.25 900.00
Total of "B" 2400.00
C. TOOLS AND PLANTS Misc. LS 150.00
Total of "C" 150.00
Basic Cost "A+B+C" 8850.00 Add Contractor's overhead & Profit 25 % 2212.50
Total Cost for 100 Cft 11062.50 Rate for one Cu.ft. 110.63
Rate for one Cu.m. 3907.39
Providing & laying stone masonry squared rubble, dressed, uncoursed dry, well bonded, faced with hammer dresssed selected stone, Complete in all respect.
ROAD WORKSSheet- 85
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-65
UNIT: Cu.m.DESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Cft or 2.83 Cu.m.A. MATERIAL
Dressed stone Cft. 100.00 60.00 6000.00 Laid in 1:4 cement mortar 10 Cft.Cement Bags 2.35 395.00 929.04 Sand Cft. 11.76 22.00 258.70 Wastage 5 % 359.39 Water charges 2 % 143.75
Total of "A" 7690.88
B.LABOUR Skilled worker Hours 2 8.00 93.75 1500.00 Unskilled worker Hours 2 8.00 56.25 900.00
Total of "B" 2400.00
C. TOOLS AND PLANTS Misc. LS 150.00
Total of "C" 150.00
Basic Cost "A+B+C" 10240.88 Add Contractor's overhead & Profit 25 % 2560.22
Total Cost for 100 Cft 12801.10 Rate for one Cu.ft. 128.01
Rate for one Cu.m. 4521.48
Providing & laying stone masonry squared rubble, dressed, uncoursed, well bonded, faced with hammer dresssed selected stone, laid and joint in 1:4 cenment sand mortarComplete in all respect.
ROAD WORKSSheet- 86
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-66
UNIT: Sq.m.DESCRIPTION:- Providing & laying roll pointing.Complete in all respect.
Detail Unit No. Quantity Rate AmountDetail for 100 Sft. or 9.29 Sq.m.
A. MATERIAL
1:4 cement mortar 5 Cft.Cement Bags 1.18 395.00 464.52 Sand Cft. 5.88 22.00 129.35 Wastage 5 % 29.69 Water charges 2 % 11.88
Total of "A" 635.44
B.LABOUR Skilled worker Hours 1 8.00 93.75 750.00 Unskilled worker Hours 1 8.00 56.25 450.00
Total of "B" 1200.00
C. TOOLS AND PLANTS Misc. LS 150.00
Total of "C" 150.00
Basic Cost "A+B+C" 1985.44 Add Contractor's overhead & Profit 25 % 496.36
Total Cost for 100 Sft. 2481.80 Rate for one Sq.ft. 24.82
Rate for one Sq.m. 267.04
ROAD WORKSSheet- 87
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-67
UNIT: Cu.m.DESCRIPTION:-
Detail Unit No. Quantity Rate AmountDetail for 100 Cft or 2.83 Cu.m.A. MATERIAL
Dressed stone Cft. 100.00 60.00 6000.00 Laid in 1:4 cement mortar 10 Cft.Cement Bags 2.35 395.00 929.04 Sand Cft. 11.76 22.00 258.70 Wastage 5 % 359.39 Water charges 2 % 143.75
Total of "A" 7690.88
B.LABOUR Skilled worker Hours 2 10.00 93.75 1875.00 Unskilled worker Hours 2 10.00 56.25 1125.00
Total of "B" 3000.00
C. TOOLS AND PLANTS Misc. LS 150.00
Total of "C" 150.00
Basic Cost "A+B+C" 10840.88 Add Contractor's overhead & Profit 25 % 2710.22
Total Cost for 100 Cft 13551.10 Rate for one Cu.ft. 135.51
Providing & laying stone masonry squared rubble, dressed, coursed, well bonded, faced with hammer dresssed selected stone, laid and joint in 1:4 cenment sand mortarComplete in all respect.
ROAD WORKSSheet- 88
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
Rate for one Cu.m. 4786.38
ITEM NO. R-68
UNIT: Cu.m.DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 100 Cft or 2.83 Cu.m.
A. MATERIAL
Stone Cft. 100.00 22.00 2200.00 Wastage 5 % 110.00
Total of "A" 2310.00
B.LABOUR Skilled worker Hours 1 8.00 93.75 750.00 Unskilled worker Hours 1 8.00 56.25 450.00
Total of "B" 1200.00
C. TOOLS AND PLANTS Misc. LS 50.00
Total of "C" 50.00
Basic Cost "A+B+C" 3560.00 Add Contractor's overhead & Profit 25 % 890.00
Total Cost for 100 Cft 4450.00 Rate for one Cu.ft. 44.50
Rate for one Cu.m. 1571.78
Providing & laying Rip Rap Class "A" Comprising natural stone weighing 15 Kg. to 25Kg. complete in all respect.
ROAD WORKSSheet- 89
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
ITEM NO. R-69
UNIT: Cu.m.DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 100 Cft or 2.83 Cu.m.
A. MATERIAL
Stone Cft. 100.00 25.00 2500.00 Wastage 5 % 125.00
Total of "A" 2625.00
B.LABOUR Skilled worker Hours 1 8.00 93.75 750.00 Unskilled worker Hours 2 8.00 56.25 900.00
Total of "B" 1650.00
C. TOOLS AND PLANTS Misc. LS 50.00
Total of "C" 50.00
Basic Cost "A+B+C" 4325.00 Add Contractor's overhead & Profit 25 % 1081.25
Total Cost for 100 Cft 5406.25 Rate for one Cu.ft. 54.06
Providing & laying Rip Rap Class "B" Comprising natural stone weighing 30 Kg. to 70Kg. complete in all respect.
ROAD WORKSSheet- 90
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
Rate for one Cu.m. 1909.54
ITEM NO9 R-70
UNIT: Cu.m.DESCRIPTION:-
Detail Unit No. Quantity Rate Amount
Detail for 100 Cft or 2.83 Cu.m.
A. MATERIAL
Stone Cft. 100.00 30.00 3000.00 Wastage 5 % 150.00
Total of "A" 3150.00
B.LABOUR Skilled worker Hours 1 8.00 93.75 750.00 Unskilled worker Hours 2 8.00 56.25 900.00
Total of "B" 1650.00
C. TOOLS AND PLANTS Misc. LS 100.00
Total of "C" 100.00
Basic Cost "A+B+C" 4900.00 Add Contractor's overhead & Profit 25 % 1225.00
Providing & laying Rip Rap Class "C" Comprising natural stone weighing 60 Kg. to 100Kg. complete in all respect.
ROAD WORKSSheet- 91
Approved..........................DIRECTOR GENERAL
TECHNICAL SERVICES
Karachi Metropolitan Corporation
RATE ANALYSIS
Total Cost for 100 Cft 6125.00 Rate for one Cu.ft. 61.25
Rate for one Cu.m. 2163.41
Sheet- 92
Prep. byDated:
Calculation sheet-Traffic signDescription No. L B H/D Qty.
Quantity of five signs 5 Nos.Excavation Foundation 5 0.45 0.45 0.35 0.35
Total Qty. in Cu.m.. 0.35Total Qty. in Cft. 12.52
CC1:4:8 concreteFoundation 5 0.45 0.45 0.10 0.10
Total Qty. in Cu.m.. 0.10Total Qty. in Cft. 3.58
3000 PSI concreteFoundation 5 0.45 0.45 0.50 0.51
Total Qty. in Cu.m.. 0.51Total Qty. in Cft. 17.88
m.s. base plate 20mm (3/4") thick5 0.35 0.35 0.02 0.01
Density taken 7850 kg./Cu.m. Total Qty. in Cu.m.. 0.01Quantity converted in to kg. Total Qty. in Kg. 96.16
m.s. stiffner plate 8mm thick4 5 0.20 0.03 0.01 0.0008
Density taken 7850 kg./Cu.m. Total Qty. in Cu.m.. 0.00080Quantity converted in to kg. Total Qty. in Kg. 6.28
G.I Sheet sign board 900mm dia. 16 guage (1.6mm)5 0.90 0.90 0.0016 0.0065
Density taken 7850 kg./Cu.m. Total Qty. in Cu.m.. 0.0065Quantity converted in to kg. Total Qty. in Kg. 50.87
G.I Sheet sign board 3'x3'x3 triangle boarad 16 guage (1.6mm)2 5 0.30 0.90 0.0016 0.0043
Density taken 7850 kg./Cu.m. Total Qty. in Cu.m.. 0.0043Quantity converted in to kg. Total Qty. in Kg. 33.91
G.I.pipe 75mm dia. 5 2.10 0.00 0.00 10.50Total Qty. in R.M. 10.50Total Qty. in Rft. 34.45
Enamel paintto sign board backside 1 5 0.64 0.00 0.0000 3.1813to pipe 1 5 0.17 0.00 2.1000 1.7960
Total Qty. in Sq.m. 4.9773Total Qty. in Sft. 53.56
Retroreflective sheet diamond grade for regulatory sign 3 feet dia.to sign board front face 5 0.90 0.90 0.0000 4.0500
Total Qty. in Sq.m. 4.0500Total Qty. in Sft. 43.58
Retroreflective sheet diamond grade for warning sign 3'x3'x3' to sign board front face 2 0.5 5 0.90 0.30 0.0000 1.3500
Total Qty. in Sq.m. 1.3500Total Qty. in Sft. 14.53
MATERIAL REQUIREMENT AND THEIR UNIT COST ONE CUBIC FEETOF CONCRETE FOR KARACHI LIMITSBasic material prices November, 2011
Cement (OP) Rs. 7,900.00 per tonne icnl.cartage
Sand Rs. 22.00 per Cft.
Crushed stone Rs. 27.97 per Cft.
COST OF ONE CUBIC FEET/OF CEMENT CONCRETE Cost of one Cft.Type of Ratio CEMENT SAND CRUSHED STONE Total
concrete unit Qty. Total Rs. unit Qty. Total unit Qty. Total Cost in Cft.
OPC Rs. Rs. with OPC
A 1:1:2 tonne 0.0149769 118.32 Cft. 0.368 8.08 Cft. 0.735 20.56 146.96
B 1:1-1/2:3 tonne 0.0108717 85.89 Cft. 0.401 8.82 Cft. 0.802 22.43 117.13
C 1:2:4 tonne 0.0085502 67.55 Cft. 0.420 9.24 Cft. 0.840 23.50 100.28
1:3:3 tonne 0.0085502 67.55 Cft. 0.630 13.86 Cft. 0.630 17.62 99.03
D 1:3:6 tonne 0.0059738 47.19 Cft. 0.441 9.70 Cft. 0.882 24.67 81.57
E 1:4:8 tonne 0.0045865 36.23 Cft. 0.452 9.95 Cft. 0.905 25.30 71.49