ANALYSIS OF RATES FOR BRIDGE WORKS · StandardData for Working Out Rates Per Unit Quantity of Items...

MINISTRY OF CONSTRUCTION

PUBLIC WORKS

ANALYSIS OF RATES

FOR

BRIDGE WORKS

GOVERNMENT OFTHE REPUBLIC OF THE UNION OF MYANMAR

SECOND EDITION JUNE 2013

CONTENTS

SH-NO

1 .O

2.0

3.0

4.0

5.0

6.0

NAME OF SUB-HEAD

BRIDGES

SUB-HEADS

Foundation Work

P.C Girder

Steel Truss

Steel Plate Girder

Suspension and Cablestayed Bridge

Survey

Miscellaneous Notes

-

PAGE NO

1

Standard Data for Working Out Rates Per Unit Quantity ofltems of Work.

Foreman Carpenter (1 st Grade) Carpenter (2nd Grade)

Worker

Sr No.

1

2.

3.

Particulars of Materials and Labour

X IX. BRIDGES Foundation Works Labour For Driving (250 mm) Diameter Timber Piles inordinary Soil(With 500 kg drop hammer from pulley winch and local trestle and manually operated). Penetration average 6 m. Labour

Plants Pile driving frame (1)No

Sundries

Labour For Driving (250 mm)Diameter Timber Piles inordinary Soil (With pile driving machine). Penetration average 6 m. Labour

Operator Foreman

Carpenter (I st Grade) Carpenter (2nd Grade)

Worker For Operation

H.S.D Grease

Plants Pile driving frame (1)No

Sundries

Labour for Pile Driving reinforced cement concrete pile (350 mm x 350 mm x 12000 mm) in ordinary soil (with 12m dieselhammer). Penetration average 12 m. Labour

Foreman Pile driving machine operator

Pile driving machine Asst Crane operator

Worker

Unit

Man-Day Man-Day Man-Day Man-Day

Hour L.S

Man-Day Man-Day Man-Day Man-Day Man-Day

litre

kg

Hour L.S


Quantity

0.3 0.5 0.5 3

4 -

0.3 0.3 0.5 0.5 3

3 0.1

2.7 -

0.3 0.3 0.3 0.3 6

Remarks

- Cost of Timber piles according to varying dia;

with all necessary fittings

is to be included in the

main estimate.

- Cost of Timber piles

according to varying dia;

with all necessary fittings

is to be included in the

main estimate.

A

2

StandardData for Working Out Rates Per Unit Quantity of Items of Work-contd.


'001s Required

12m)rail line trollies for transport of precast bile.

One crane for loading unloading erecting

and pitching of precast pile. Pile driving machine (1) No

;or Operation

H.S.D for Pile Driving Machine

H.S.D for Crane Engine Oil

Sundries

.abour for Pile Driving reinforced cement con- rete pile (350 mm x 350 mm x 12000 mm) in ~rdinary soil ( Using drop hammer with winch ~perated by machine).Penetration Average 12m. .abour

Foreman Operator Worker

dachine Pile driving machine (1)No

:or Operation

Diesel Oil

Grease Oil Sundries

Making of Stand Pipe 8 rnrn thk; 12mm thk; (800 mm 0 to 1 650 mm 0 ) (For 1 Sqm)

Steel fixer

Worker

Driving Stand Pipe Driving of Stand Pipe1 350mm 0,1650mm 0 with Vibro Hammer for 1200mm 0 , 1500mm 0 Bored Pile. ( For 1 m )

Stand pipe Steel fixer

Head Worker

Worker

Unit

Hour

Hour

Hour

Man-Da: Man-Da:

Man-Dti

Remarks

Cost for R.C Piles to be

calculated according to

the reqd.Size and inclu-

ded in the main estimate.

Cost for R.C Piles to be

calculated according to

the reqd.Size and inclu-

ded in the main estimate.

3

Standard Data for Working Out Rates Per Unit Quantity of Items of Work-contd.

Sr No.

(b)

7.

(a)

(b)


Electric Helper Operator /Machine Driver

Sundries

H.S.D

Driving of Stand Pipel950rnrn 0,2650mm 0 with Vibro Hammer for1 800mm 0,2500mm0 Bored Pile. ( For 1 m )

Stand Pipe Steel Fixer

Head Worker Worker

Electric Helper Operator /Machine Driver

Sundries H.S.D

Removing Stand Pipe Removing of Stand Pipe 1350mm 0,1650mm0 with Vibro Hammer for 1200 mm 0 , 1500mm 0 Bored Pile. ( For 1 m )


Head Worker Worker

Electric Helper Operator Machine Driver

Sundries

Removing of Stand Pipe 1950mm 0 , 2650 mm0 with Vibro Hammer for 1800mm 0, 2500mm 0 Bored Pile. ( For 1 m )


Head Worker

Worker

Electric Helper

Operator /Machine Driver Sundries H.S.D

Unit

Man-Day Man-Day

L.S litre

No Man-Day Man-Day Man-Day Man-Day Man-Day

L.S litre

No Man-Day Man-Day Man-Day Man-Day Man-Day

L.S

No Man-Day

Man-Day

Man-Day

Man-Day

Man-Day L.S litre

Quantity

0.5 0.7 - -

1 1

3.2 0.5 0.7 - -

- 0.7 0.5 2

0.5 0.5 -

- 0.7 0.7

2.5

0.5 0.5 - -

Remarks

4

Standard Data for Working Out Rates Per Unit Quantity of Items of Work-contd

Head Worker Worker

Operator Machine Driver Sundries H.S.D

Sr No. 8.

9.

10.

1 1.

Remarks Particulars of Materials and Labour

Fitting of Drilling Equipment to dig Bored Pile. 1200rnm 0 , 1500rnm 0 ,1800mm 0, 2500rnm 0. ( For 1 time )

Head Worker Worker


Dismantling of Drilling Equipment. ( For 1 time )

Drilling of 800mm 0 mini Bored Pile. (Ground, Ordinary Soil) ( For 1 m )

Head Worker Foreman Worker

Operator Machine Driver Water Pump Helper

Sundries H.S.D

Machinary hair Charges

Drilling of 800 mm @mini Bored Pile. (Ground , Weathered Soft Rock ) ( For 1 m )



Sundries H.S.D

Machinary hair Charges

-

Unit

Man-Day Man-Day Man-Day

L.S litre


L.S litre


L.S litre L.S


Man-Day L. S litre L.S

Quantity

2 7

0.8 - -

2

7 0.8 - -

0.7 0.5 2

0.3 0.3 - - -

1.3 1 4

0.7 0.7 - - -

5


Sr No. 12.

13.

14.

15.


Drilling of 800 rnm 0 mini Bored Pile. (Water, Ordinary Soil) ( For 1 m )

Head Worker

Foreman Worker

Operator /Machine Driver

Water Pump Helper Sundries

H.S.D

Drilling of 800mm 0 mini Bored Pile. (Water , Weathered Soft Rock) ( For 1 m )


Operator /Machine Driver Water Pump Helper

Sundries H.S.D

Drilling of 1200mm 0 Bored Pile ( Ordinary Soil ) ( For 1 m )

Head Worker

Foreman Worker


Sundries H.S.D

Drilling of 1500mm 0 Bored Pile ( Ordinary Soil ) ( For 1 m )


Operator Machine Driver

Water Pump Helper Sundries H.S.D

Unit

Man-Day Man-Day

Man-Day

Man-Day

Man-Day L. S litre


L.S litre


L. S litre


Man-Day

Man-Day

L. S litre

Quantity

0.8

0.6

2.5

0.4

0.4 - -

1.5 1.2

5

0.8

0.8 - -

1 0.5 3

0.5

0.3 - -

1.2

0.5 3.5

0.5

0.4 - -

Remarks


Quantity

1.4

0.8 4.3 0.7 0.5 - -

1.5 0.8 4.5 0.8 0.5 - -

1.5 0.8 4.8 0.8 0.5 - -

1.3

0.5

3.5

0.5 0.4 - -

Unit


L.S litre


L.S litre


L.S litre


L.S litre

Sr No. 16.

17.

18.

19.


Drilling of 1500mm 0 R.C.D Bored Pile

( Ordinary Soil ) ( For 1 m ) Head Worker

Foreman Worker


Sundries H.S.D

Drilling of 1800mm 0 , Bored Pile ( Ordinary Soil ) ( For 1 m )



Sundries H.S.D

Drilling of 2500rnm 0 , Bored Pile ( Ordinary Soil ) ( For 1 m )



Sundries H.S.D

Drilling of 1200mm 0 Bored Pile. ( Weathered Soft Rock Layer Only, Based on Soil Test Result ) ( For 1 m )



Sundries H.S.D

I

Standard Data for Working Out Rates Per Unit Quantiry of Items of Work-contd.


lrilling of 1500mm 0 Bored Pile : Weathered Soft Rock Layer Only) Based on Soil rest Result ) ( For 1 m )

Head Worker

Foreman

Worker


Sundries H.S.D

lrilling of 1500rnrn 0 R.C.D Bored Pile Weathered soft rock Layer only Based on soil

Testresult) ( For 1 m ) Head Worker

Foreman Worker


Sundries H.S.D

lrilling of 1800mm 0 Bored Pile : Weathered Soft Rock Layer Only Based on Soil Test Result ) ( For 1 m )

Head Worker

Foreman Worker


Sundries H.S.D

Drilling of 2500mm 0 Bored Pile ( Weathered Soft Rock Layer Only based on

Soil Test Result ) ( For 1 m )

Head Worker Foreman

Worker


Unit

Man-Da: Man-Da: Man-Da: Man-Da:

Man-Da:

L.S litre

Man-D? Man-D?

Man-D?

Man-Da:

Remarks

8

Standard Data for Working Out Rates Per Unit Quantity of hems of Work-contd.

Worker Sundries H.S.D

Sr No.

24.

25.

26.

27.

28.


Water Pump Helper Sundries H.S.D

Mixing of Betonite Solution. (For 1 cum) Worker Sundries H.S.D

After drilling Bored Pile and fitting tremie pipe to pour concrete , Proving of Slime Wash with Compressor, for cleaning to Bored hole. (For 1 hole)

Hanging of Steel Cage for 800mm0,1000rnrn 0 , 1200 mm 0 to Bored Hole with Crane. (For 12m length )

Welding Rod Steel Fixer

Worker Sundries

Hanging of Steel Cage for 1500 mrn 0 , 1800 mm 0,2500 mm 0 to Bored Hole with Crane. (For 12m length )

Welding Rod Steel Fixer

Worker Sundries H.S.D

Pouring (1 : 1 ?4 :3) Cement concrete by Tremie Method. (1 cum)

Head Worker Worker


Unit

Man-Day L.S litre

Man-Day L.S litre

Man-Day L.S litre

kg Man-Day Man-Day

L.S

kg Man-Day Man-Day

L.S litre


L.S litre

Quantity

0.7 - -

0.8 - -

3 - -

- 2 6 -

- 3 8 - -

0.5 0.8 0.1 - -

Remarks

9



oining, Dismantling, Cleaning, Painting of

:arth oil & Grease of Tremie Pipe to be ready. For 1 m )

Steel Fixer Helper

Sundries

3reaking of Bored Pile Head. ( 1 cum ) Head Worker

Sundries

Well Foundation Iigging and sinking of 1200mrn0 spun pipe o get specified depth including removing soil md water pumping. (Ground, Ordinary soil) For 1 m)

Worker Carpenter

Head Worker Operator

Steel Fixer Sundries

Iigging and sinking of 1200mm0 spun pipe o get specified depth including removing soil md water pumping. (Ground, Sand) (For 1 m)

Worker Carpenter



Digging and sinking of 1200mm0 spun pipe to get specified depth including removing soil

md water pumping. (Ground, Weathered soft rock) (For 1 m)

Worker

Carpenter Head Worker

Unit

vim-Daj vim-Daj

Man-Da: Man-Dq Man-Dq

L. S

Man-Dq

Man-Da, Man-Da

Remarks

10


Sr No.

34.

35.

36.

37.


Operator Steel Fixer Sundries

Digging and sinking of 1200mrn0 spun pipe to get specified depth including removing soil and water pumping. (Water, Ordinary soil)

(For 1 m) Worker


Operator Steel Fixer Sundries

Digging and sinking of 1200mm0 spun pipe to get specified depth including removing soil and water pumping. (Water, Sand) (For 1 m)

Worker Carpenter



Digging and sinking of 1200mm0 spun pipe to get specified depth including removing soil and water pumping. (Water, Weathered soft rock) (For 1 m)

Worker Carpenter


Steel Fixer

Sundries

Digging and sinking of 2750mm0 cassion well to get specified depth including removing soil and water pumping. (Ground , Ordinary soil) (For 1 m)

Quantity

1.6 1.2 -

15.6 1.2 1.2 1

0.7 -

19.6 1.6 1.2

1.2 1 -

31.2 2.4 2.2 1.9 1.4 -

Unit

Man-Day Man-Day

L.S


L.S

Man-Day Man-Day


L.S


Man-Day

L,S

Remarks

-1 -1


Quantity

2

63 0.5 10 3 6

6.5 9

10.5 3 -

2.5 78.8 0.6 12.5 3.8 7.5 8.1 11.3 13.1 3.8 -

4 126 1

20 6

12 13

18

Unit

Man-Day

Man-Day Man-Day Man-Day Man-Day Man-Day Man-Day Man-Day Man-Day Man-Day

L.S

Man-Day Man-Day Man-Day Man-Day Man-Day Man-Day Man-Day


L.S

Man-Day Man-Day

Man-Day

Man-Day Man-Day

Man-Day Man-Day

Man-Day

Sr No.

38.

39.


Head Worker

Worker Welder

Operator Steel Fixer

Foreman Diver

Helper

Rigger Carpenter Sundries

Digging and sinking of 2750mm0 cassion well to get specified depth including removing soil and water pumping. (Ground , Sand) (For 1 m)

Head Worker Worker Welder


Foreman Diver Helper


Digging and sinking of 2750rnm0 cassion well

to get specified depth including removing soil

and water pumping. (Ground, Weathered soft rock) (For 1 m)

Head Worker Worker

Welder


Foreman Diver

Helper

12


Remarks Sr No.

40.

41.

42.



Digging and sinking of 2750rnm0 cassion well to get specified depth including removing soil

and water pumping. (Water , Ordinary soil) (For 1 m)


Operator Steel Fixer Foreman

Diver

Helper Rigger

Carpenter Sundries

Digging and sinking of 2750rnrn0 cassion well to get specified depth including removing soil and water pumping. (Water, Sand) (For 1 m)


Operator

Steel Fixer

Foreman

Diver

Helper Rigger

Carpenter Sundries

Digging and sinking of 2750mm0 cassion well

to get specified depth including removing soil

and water pumping. (Water, Weathered soft rock) (For 1 m)

Head Worker

Unit

Man-Day Man-Day

L.S

Man-Day Man-Day

Man-Day Man-Day Man-Day Man-Day Man-Day Man-Day

Man-Day Man-Day

L.S


Man-Day

Man-Day


L.S

Man-Day

Quantity

21 6 -

2.4 75.6

0.6 12 3.6 7.2 7.8

10.8 12.6 3.6 -

3 94.6 0.7 15

4.6 9

9.7

13.6 15.7 4.6 -

4.8

13


Mechanic Worker

15


Sr No. - 54.

I Particulars of Materials and Labour Stressing for Post tension HT Wire to get complete strength . (1 Tendon)

Erector

Steel Fixer


Machine Helper Electric Helper

Worker

Sundries

55. Plugging (1 : 1: 1)Cement Concrete into the Concrete cavity of the end-block. (Girder 1 No)

Mason Worker Sundries

56.

1 58. 1 ~ i x i n ~ lowering bar, jacking beam, hanger jack

Grouting high strength cement motor with Gro-

uting machine to sheating pipe. (Girder 1 No) Mechanic

Electric Helper

Operator Machine Driver Worker Sundries

57.

Erector Worker

Sundries

Fixing cycle trolley, launching arm and accessories on the bailey girder. (with crane and man) Including fixing break wedge and sway braces. (1 pair)

Erector

Worker

Sundries

Remarks Unit

Man-Day

Man-Day


L.S

Man-Day Man-Day

L.S

Man-Day Man-Day

Man-Day Man-Day

L.S

Man-Day

Man-Day

L.S

Quantii

1

0.3 0.7 0.3 0.3 11 -

1 2 -

3 1 1

30 -

8 40 -

Man-Day 5 Man-Day 35

L.S -

16

Standard Data for Working Out Rates Per Unit Quantity ofItems of Work-contd.

Sr No. 59.

60.

61.

62.

63.

64.


Side shifting P.C Girder from casting position to Launghing position distance l m . (1 time)

Erector Worker Sundries

Making Jack up P.C Girder, timber crib. Tighting in hanging beam with steel cable, removing crib, fixing to get right alignment between two Launching Arm. (1 time)

Erector Carpenter Worker Sundries

Pulling Steel cable from electric winch and fixing them top of the launching Arm. (1 time)

Erector Electric Helper

Worker

Launching P.C Girder by electric winch. Launching (1 time)

Mechanic Electric Helper

Erector Worker

Making Jack Down Launched P.C Girder bracing strut not to fall down. (1 time)

Erector Carpenter Worker Sundries

After making jack down dismantling launching equipment from P.C Girder,Pushing Launching arm to the casting stagging. (1 time)

Erector Machine operator driver

Worker

Unit

Man-Day Man-Day

L.S


L.S




L.S


Quantity

5 20 -

4 2 15 -

2 1 3

4 1 2

20

4 4

4 -

2

1 6

Remarks

- Sr Jo. - 55.

i6.

i7.

58.

69

17

Slandard Data for Working Out Rates Per Unit Quantity of Items of Work-contd.


Levelling and carving on the Cross Beam for fitting P.C Girder,carving 1200mm 0 x 254mm grouting hole, fitting bearing plate. (1 sheet)

Mason Erector Worker Sundries

Fixing pretension frame with anchor bolt on the concrete pretension bench according to the

required design. (1 0 Nos) Erector Worker

Putting H.T wire coil (3MT)to the Dispencer with crane using man,fixing bolt & nut. (1 coil-3 ton)

Erector Worker Sundries

Pulling H.T wire to Dispencer for required length,cutting then with griding machine. (60 Nos)

Erector Mechanic

Head Worker Worker

Skill (Electric) Sundries

Fixing repaired wires in pretension bench, anchorage frame systematically. (26m - 38 Nos)

Erector

Head Worker Worker Sundries

(18m - 38 Nos) Erector

Unit

Aan-Daj Aan-Daj Am-Daj

L.S

Aan-Daj Aan-Daj

Man-Da

Man-Da Man-Da

L.S

Man-Da

Remarks

Standard Data for Working Out Rates Per Unit Quantig of Items of Work-contd.

Erector

Remarks Quantity

3 25 -

2

0.1 0.1 0.1 0.1 0.1 -

0.1 0.1 0.3 -

3 8 3 2 1

1 -

Unit

Man-Day Man-Day

L.S

Man-Day


L. S


L.S


L.S

Sr No.

70.

71.

72.

73.

74.


Head Worker Worker Sandries

Fixing end plate each end of the P.C Girder

systematically whille arranging H.T wire. (Girder 1 No)

Stressing for pretension H.t wire to get stressing force3.45 MPa. ( wire 1 No)

Mechanic Erector

Machine operator driver Worker

Skill (electric) Sundries

Stressing of 12mm 0 or 13 rnm 0 7 strand wire (For 1 No)

Foreman Steel Fixer

Worker Sundries

After fixing and checking P.C wire and reinforcement due to design, stressing H.T wire to get required design force and elongation. (Wire 38 Nos)

Erector Worker

Skill (electric) Hard Worker

Operator (Jack operator) Operator (Hydraulic pump)

Sundries

Fixing accessories on the P.C Girder as per design. (a)Making and fixing hook (2 points)

19


Remarks Quantity

2 -

7

3 -

0.4 -

0.1 -

0.8 -

0.2 -

3

Unit

Man-Day L. S

Man-Day

Man-Day L.S

Man-Day L.S

Man-Day L.S

Man-Day L.S

Man-Day L.S

Man-Day

Sr No,

75.

76.

77.

78.

79.


Erector

Sundries

@)Making and fixing shoe plate (1 0 Points) Welder

(c)fixing througt bolt & nut (1 0 Nos) Erector Sundries

Fixing of R.S.T Beam, H Beam, Angle, M.S Flat & Channel for casting bed only. (For 10 kg)

Head Worker Sundries

Dismantling of R.S.T Beam, H Beam, Angle, M.S Plate, M.S Flat & Channel for casting bed

only. (For 10 kg) Head Worker

Sundries

Fixing of L.S.T Part, Bailey Part & C.H Parts system. ( (For 10 kg)


Dismantling of L.S.T Part , Bailey Part & C.H Parts system. ( (For 10 kg)


Steel Truss Labour for Launching of R.S.JS. over bridge

sup ports (Using two pulleys and winch from the other side) (5No x 13000rnrn x 610mrn x 190mm) at (43.l)kg per RFT. (Total Weight = 9.3 MTons) Labour

Bridge Foreman

20


Total Kit one One hammer

Coir rope (25mm 0 61m) 25000 Kg Jacks (2)No

Bridge Foreman Worker Sundries

2 1


Quantity

- - - - - - - - - - - -

20 150

1150

- - - - -

- - - - - - -

Unit

- - - - - - - - - - -

L.S

Man-Day

Man-Day

Man-Day

- - - - - - - - - - -

L.S

Sr No.

83.


Tools Required Total Kit one One hammer

Coir rope (25mrn 0 61m) 4000 Kg Hand Winch (2)No

Bailey Roller (6)No Jumper (1 0)No

Wire Rope (16mm 0 228m) One local JIB

Double pulley (2)No

Single pulley (1)No 50000 kg Jacks (2)No

Sundries

(b) Labour for assembling and launching C.H. bridge (6.5m Road way)bolts and nuts for all steel works complete (48m) span double depth. (Total Weight = 150 MTons) (By Crane)

Labour Bridge Foreman

Skilled Worker

Unskilled Worker

Tools Required Total Kit one One hammer

Coir rope (25mm 0 61m) 4000 Kg Hand Winch (2)No

Bailey Roller (6)No Jumper (1 0)No

Wire Rope (1 6mm 0 228m) One local JIB

Double pulley (2)No

Single pulley (1)No 50000 kg Jacks (2)No

Sundries

Labour for assembling and German bridge

(3.35m Road way) on scaffolding and lowering down on supports or launching (1 8m)span. (Total Weight = 17.87 MTons)

22


Bridge Foreman Worker

Bridge Foreman Skilled workers

Unskilled workers

Sr No.

84.

85.


Labour

Tools Required Bailey Jacks = 2 No Bailey rollers = 7 No

One spanner One hammer

Sundries

Labour for assembling of R.P.T bridge on scaffolding including rivetting and lowering down on supports complete (30m).Span and (5m) road way. (Total Weight = 64.2 MTons) Labour

Tools Required 4000 Kg hand winch

Wire rope (12rnm 0 457m) Wire rope (1 6mm 0 457m) Coir rope (25mm 0 152m)

Service bolts Double pulley (2)No Single pulley (1)No

One Bellow Dollys (2)No

Rivetting guns (2)No One compressor with (2)No. Hose pipe (1 52m)

Local JIB one No. One hammer

75000 Kg Jacks (2)No Sundries

Labour for assembling and launching of R.P.T bridge after rivetting complete for all steel works (3Om)span (5m) road way. (Total Weight = 64.2 MTons)

Unit

Man-Day Man-Day

- - - -

L.S


- - - - - - - - - - - - - -

L.S

Quantity

8 80

- - - - -

30 100 420

- - - - - - - - - - - - - - -

Remarks

23

Standard Datafor Working Out Rates Per Unit Quantity of Items of Work-contd.

Sr No.

86.

87.


Labour

Bridge Foreman Skilled workers

Unskilled workers Tools Required

4000 Kg hand winch Wire rope (1 2rnm 0 457m) Wire rope (16rnm 0 457m) Coir rope (25mm 0 152m)

Service bolts Double pulley (2)No Single pulley (1)No

One Bellow Dollys (2)No

Rivetting guns (2)No One compressor with (2)No. Hose pipe (500')

Local JIB one No. Bailey rollers (6)No

Jumpers (1 0)No 75000 Kg Jacks (2)No

Sundries

Shifting Steel Truss and Bailey by Crane from one place to another (Including hooking, removing, handling with man) (10 MTons)

Foreman Head Worker

Worker Sundries

Sorting & arranging the steel truss systematically, Laying out them for preassambling works systematically. (1 0 MTons)

Foreman


Unit


- - - - - - - - -

- - - - - -

L.S


L.S

Man-Day

Man-Day

Man-Day L.S

Quantity

35 120 400

- -

- - - - - - -

- - - - - - -

1 1 5 -

1

1 4 -

Remarks

Standard Data for Working Out Rates Per Unit Quantity ofltems of Work-contd.

Steel Fixer

Head Worker Worker

Operator /Machine Driver Electric Helper

Sundries

Remarks Quantity

2

1 2

0.5 0.5 -

4

2 4

1 1 -

1 4

1 0.5 4

0.5

0.8

0.5 3

0.5

Unit

Man-Day Man-Day

Man-Day Man-Day

Man-Day L. S


L.S

Man-Day Man-Day


Man-Day Man-Day

Man-Day Man-Day

Sr No. 88.

89.

90.


Checking the steel truss according to the design

for preassembling works on the ground. (1 000 kg)

(a) Erecting the preassembled steel truss from

pier to pier with erection crane according to the design. (1000 kg)

Steel Fixer Head Worker

Worker Operator /Machine Driver

Electric Helper Sundries

(b) Allowing 50% of the above expenditure for dismentling.

(a) Installing Bolts & Nuts, Drift Pins & Tigh- tenning according to the design while erecting steel truss. (1000 Nos)

Steel Fixer Worker

- Tightening them with & Electric Guns again before transfering the target place. (1000 Nos)


Worker Electric Helper

(b) Removing Bolt & Nuts (1 000 Nos)



25


Sr No. 91.

92.

93.

94.


Final Tightenning the ready installed Bolts & Nuts according to theTightenning sequence ( including with checking them whether standard or not ) (1 000 Nos)



Sundries

Checking high tension Bolts & Nuts with check Wrench whether standard or not. (1 000 Nos)

Steel fixer Worker Sundries

(a)Fixing the safety Net to the upper & lower steel truss systematically. (1 00 m)


Worker Sundries

(b) Removing Safety nets from Steel truss Systemtically. (1 00 m)


Worker Sundries

Fixing Sleeper on the top & bottom Chord of the Steel truss. (200 mm x 200 rnm) (a) Carving sleepers fixing on Top Chord. (1 00 Nos)

Carpenter Sundries

(b) Drilling holes on the sleepers for hooking. (1 00 Nos)

Carpenter Sundries

Unit


L. S

Man-Day Man-Day

L.S


L.S


L.S

Man-Day L.S

Man-Day L.S

Quantity

2 1 6

1.5 -

1.5 5 -

4 6 50 -

2 3

25 -

4.5 -

2.4 -

Remarks

Standard Dafa for Working Out Rates Per Unit Quantity of Items of Work-contd.

r Particulars of Materials and Labour Unit Quantity Remarks

0.

(c) Shifting the sleepers within 30m with man

and arranging them Systemtically (not more

than one time. ) (100 Nos)

Carpenter Man-Day 4

Sundries L.S -

(d) Fixing the railway on the sleeper firmly on

the Top Chord of Installed steel truss.

- fixing with the required G.Bolt, U.Bolt along

the rail length for UIS & DIS. (10 m)

Steel Fixer Man-Day 2

Carpenter Man-Day 2

Head Worker Man-Day 1

Worker Man-Day 9

Operator /Machine Driver Man-Day 1

Electric Helper Man-Day 0.5

Sundries L.S -

(e) Fixing the railway on the the sleeper firmly

on the strainger of installed steel truss. - fixing with the J.Bolt or Dog Spike for Up Stream and Down Stream. (10 m)


Carpenter Man-Day 1


Worker Man-Day 4.5

Sundries L.S -

(f) Dismantling the railway (50 % of fixing)

95. Installing Erection Tower, Mast Crane & Multi-

purpose Crane on the Top Chord of the Steel

Truss. (1000 kg)

(a) With universal member



Worker Man-Day 13

Sundries L.S -

27


Standard Data for Working Out Rates Per Unit Quantiv of Items of Work-contd.

Quantity

0.5 1 1 1 -

20 20 10 100 20 20 -

4 8 2 7 7

7 -

5 9 2

Unit


L.S


L.S


L.S


Sr No.

99.

100.


Steel Fixer Worker


Sundries

Shifting Erection Tower on the Top Chord fiom one span to another with winch, Pretension the Steel Cables Final tension with 500 MT Jack and Checking Erection Tower. (1 Time)

Foreman




While erecting steel truss fiom one Pier to another for the required level, fixing with 100 M Ton jack, 3001350 MTon jack,500 MTon jack, on the bearing of the piers. - After that, making jack up & Jackdown - Shifting horizontally & longitudinally - Other components Work (a) 100 MTon Jack (1 0 Nos per 1 Time)

Foreman Steel Fixer

Head Worker Worker


Sundries

(b) 3001350 MTon Jack

(1 0 Nos per 1 Time) Foreman


29


Sr No.

101.

102.

(a)

(b)

(c)

103.




(c) 500 MTon Jack (1 0 Nos per 1 Time)

Foreman Steel Fixer

Head Worker Worker


Sundries

Fixing of Bearing. (1 000 kg) Steel Fixer


Cutting steel plate to get required size (With gas) 12mm thk: (for 2500 mm)

Welder Oxygen gas Propane gas

16 mm to 20 rnm thk: (for 2500 rnrn) Welder

Oxygen gas Propane gas

25 mm to 30 rnrn thk: (for 2500mm) Welder

Oxygen gas Propane gas

Welding work. (one ply:) (for 2500mm)

welding rod (5kglpkt) Welder

Unit


L.S


L.S


L.S

Man-Day

kg kg

Man-Day

kg kg

Man-Day

kg kg

Pkt Man-Day

Quantity

8 8 8 -

6 11 3

8.5 10 10 -

2 2 9 -

1 4.5 1.5

1.5 5

1.5

2 6

1.5

0.2 1

Remarks

Standard Data for Working Out Rates Per Unit Quanlily of Items of Work-contd.

Remarks

Including Loading,

Unloadtig and shifting

Quantio

2.5 3.3 -

2 1.5 -

2 2 -

0.8 -

1 -

1 1 1

0.1 -

- Moving main cable coin to cutting place by cran

- Cleaning main cable - Levelling ground and

setting turn table for

cutting main cable with

wheel cutter & chain

block to get specified

length.

- Transferring cutted mai cable

Unit

Man-Day Man-Day

L.S

Man-Day Man-Day

L. S

Man-Day Man-Day

L.S

Man-Day L. S

Man-Day L.S


L.S

;r Jo.

04.

05.

06.

07.

,08.

109.


Steel Plate Girder Preassembling of steel plate girder according to design on the ground. (1000 kg)

Skilled Worker Worker Sundries

Fixing , Initial & final tightenning of bolt & nuts and drip pins according to the design while assembling steel plate girder .(I000 Nos)


Installation of preassembled steel plate girder by crane as per drawing from pier to pier. (1 000 kg)


Checking to final tightenned bolt nuts with checking spanner whether standard or not. (1 000 Nos)

Skilled Worker Sundries

Placing bearing plate and fixing bolt & nut.

Skilled Worker Sundries

Suspension and Cablestayed Bridge Cutting and cleaning main cable (For 10 m)

Skilled Man Head Worker

Worker Machine Driver / Operator

Sundries

3 I

Standard Data for Working Out Rates Per Unit Quantity ofllems of Work-confd.

Sr No.

11 0.

1 1 1.

112.

1 13.

114.


Taking out and cleaning running cable from

Cable Drum and placing them on timber crib

(For 10 m)

Skilled Man

Head Worker

Worker

Sundries

Fixing running cable on Winch Drum at

Up stream and Down stream (For one winch)

Skilled Man

Head Worker

Sundries

Taking out and cleaning Pilot Cable from Cable

Drum and placing them on

timber Crib (For 10 m)

Skilled Man

Head Worker

Worker

Sundries

Fixing step by step steel wire rope Pilot Cable

on each side of Anchor on high Level.

(For lm)

Skilled Man

Head Worker

Worker

Sundries

Fixing Travelling Cage by safety belt on high

level of Tower with Pulley Travelly.

(For 1 Cage)

Skilled Man

Helper for Skilled Man

Head Worker

Electrician

Sundries

Unit

Man-Day

Man-Day

Man-Day

L.S

Man-Day

Man-Day

L.S

Man-Day

Man-Day

Man-Day

L.S

Man-Day

Man-Day

Man-Day

L. S

Man-Day

Man-Day

Man-Day

Man-Day

L.S

Quantity

0.1

0.1

0.1 -

3

4.5 -

0.3

0.2

0.4 -

0.3

0.2

0.1 -

13.5

7.5

1.5

0.8 -

Remarks

- Including installation of

lock, Bull Dog Grip

Standard Data for Working Out Rates Per Unit Quantity of Items of Work-confd.

Alignment (For one winch) Skilled Man

Helper for Skilled Man

Sundries

3r Particulars of Materials and Labour

qo.

15. Fixing 5 Mton winch According Tower Anchor

Fixing Supporting Frame Anchor Plate system-

tically according cable alignment behind

Anchorage. (For 1 Anchor Supporting Frame) Skilled Man

Welder

Worker

Sundries

After installation main cable, dismantling

and cutting supporting Anchor Frame, extra

Anchor Plate ( For 1 Anchor Supporting

Unit

Frame.)

Quantit

Skilled Man

Welder

Worker

Sundries

Man-Day

Man-Day

L.S

3

4.5 -

Man-Day

Man-Day

Man-Day

L.S

3

1.5

6 -

Man-Day

Man-Day

Man-Day

Welder

Operator of welding M/C Worker

Sundries

1

0.5

1.8

11 8. Fixing roller by welding on high level of Tower with safety belt. (For 1 No)

Skilled Man

1 19. Making for Cable clamp systemmatically and

making hole for Bolt & Nut For Tower Tilting

work. (For Cable clamp 1 set) Welder

Helper For Welder Sundries

Man-Day

Man-Day

Man-Day

L.S

0.5

Man-Day

Man-Day

Man-Day

L.S

120. Fixing firmly Over lapping at least 5MTon Chain

0.3

1.3 1.8 -

I block, Steel Wire rope with Bull Dog Grip at

Remarks - - ~

Including timber support

and wedging according

inline of Anchor slab

Including temporary

welding work

33



nall Anchor For Tower Tilting.(For small achor (Dead men) 1 No)

Skilled Man Sundries

king Over Lapping and chainging way of chain )r 10 MTon Chain Block at 10 MTon pulley tee1 Wire with Bull Dog Grip at Anchor Canopy or Tower Tilting. :or Anchor 1 Point)

Skilled Man Worker Sundries

urning back Tower According specific besign For TowerTiting. For One Tower (2)Nos)

Skilled Man Worker Sundries

'ransfering cable from stockyard to Anchorage by men and placing one on another (8)shape In timber crib. (For 10 m)


Sundries

nstallation of Main Cable for Bridge (For1 Om) Skilled Man

Head Worker Electrician

Mechanic Welder

Sundries

Unit

tan-Day Ian-Day

L.S

tan-Day Ian-Day

L.S

Remarks

Inserting Main Cable to

Anchor Plate

a Putting on place upon

temporary rope

. holding upon Main Cab1 at saddle at each Tower

with B.D Grip by safety

belt and layer with Filler

stand

. Transfering cable from

one Tower to another


Head Worker Electrician Sundries

Head Worker

Worker Sundries

Remarks

- Taking out cable from Anchor Plate of Ancho-

rage

- Checking Cable of Back stay between Tower and

Anchorage

- Numbering cable by layer and layer

- Installation of Main Cable on high level over

water by life jacket and

safety belt

- Joining heavy Cable lamp to

Travelly by pulley and

chain block

- Specified cable marking on main cable

- Doing difficulty on high level of Main Cable

- Fixing Suspender Rod on main cable with Hing

shaft and safety pin

- Transfering suspender rod to working area

by Manpower

Quantity

14

3 4 -

0.3 0.1 -

0.4 -

7

2

0.5 -

Unit

Man-Day

Man-Day Man-Day

L.S

Man-Day Man-Day

L.S

Man-Day L.S

Man-Day

Man-Day

Man-Day L.S

Sr No.

125.

(a)

(b)

(c)

126.

(a)


Installation of Cable Top Clamp. (For Cable Clamp 1 set)

Skilled Man

Tightening Bolt & Nut for one time (For 10 Nos of Bolt)

Skilled Man Electrician Sundries

Painting Enamel paint for cable Top Clamp on high level (For 1 no of Top Clamp)


Installation Suspender Rod (For Suspender Rod 1 No)

Skilled Man

35


Skilled Man

Mechanic for Grout pump Electrician


Remarks Quantity

0.1 0.1 -

0.1 0.1 -

0.2 0.1 -

1 0.1 -

3.5

0.5 0.5 5 -

0.5 -

Unit

Man-Day Man-Day

L. S

Man-Day Man-Day

L.S

Man-Day Man-Day

L.S

Man-Day Man-Day

L.S


L.S

Man-Day L.S

Sr No.

(b)

(c)

127.

128.

129.

130.


Threading Suspender U bolt ,painting grease, Checking Bolt & Nut washer and Specifing U Bolt marking


Sundries

Painting Enamel paint for Suspender rod by safety belt on high level

Skilled Man


Adjusting Back stayed (for 1 Om) Skilled Man


Stressing Main Cable and Specifing Elongation within Anchor according specified tension. (For 1 Om)


Sundries

Grouting Cement motor for Cable Guide Tube

within Anchor after stressing Main cable. (For 1 Om)

Releasing binding cable Working length position

of Main Cable For Enclosing Blockafter stressing. ( For 1 No of cable )


36



Sr No. 13 1.

132.

133.

134.

135.

1 36.

137.


Adjusting and cutting layer of cable to install Anchor Plate For Stressing. (For 1 No of cable)

Shifting bailey (or) Steel truss on ground for PreAssembling work. (For 1000 Kg)


Sundries

Preassembling work for bailey (or) steel truss. (For 1000 Kg)


Sundries

Shifting heavy bailey (or) Steel Truss from Preassembled Yard to join cable car by Crane (For 1000 Kg)


Sundries

Fixing preassembled bailey (or)Steel Truss on Suspender Rod of Main Cable. (For 1000 Kg)


Sundries

Fixing Safety Net (For 1 m) Skilled Man

Sundries

Removing safety Net (For 1 m) Skilled Man

Sundries

Unit

Man-Day L.S

Man-Day Man-Day

L.S

Man-Day Man-Day

L. S

Man-Day Man-Day

L.S

Man-Day Man-Day

L.S

Man-Day L.S

Man-Day L.S

Quantity

0.1 -

1.5 1.5 -

5 0.5 -

0.8 1 -

7.5 10 -

0.5 -

0.2 -

Remarks

37


Sr No. 138.

139.

140.

14 1.

142.

143.

144.


Laying systematically small Transon walk way and Checking, Laying Decking Beam (For 1 000 Kg)


Canying Decking Beam and small Transon difficulty by man power on temporary walkway at high level of main bridge. (For 1000 Kg)

Skilled Man

Sundries

Putting heavy Decking slab on main bridge by crane (For 1000 Kg)


Sundries

Adjusting bailey (or)Steel truss of main bridge to get specified camber by wing temporary cable and Cushion Block. (For Suspender Hanger 1 Point)


Jacking Down bailey (or)Steel truss with right alignment to get final R.L by using 30 MTon Jack Cushion Block and M.S Plate.(For one Pier)


Fixing Bearing Bolt to Bearing Mat and Bailey (or)Steel truss Pin to Bearing Mat & Bailey (or)Steel truss. (For one Pier)

Skilled Man

Sundries

Pouring High Strength Concrete to get required Bearing Level (For 1 Bearing)

Skilled Man

Unit

Man-Day L.S

Man-Day

L.S

Man-Day Man-Day

L.S

Man-Day L. S

Man-Day L.S

Man-Day

L. S

Man-Day

Quantity

9.5 -

2 -

0.8 1.3 -

3.5 -

13.5 -

12 -

5

Remarks

- Include adjusting bottom surface of Bearing Mat

to get specified R.L.

- Including cushion.

39


Quantity

0.5 0.5

0.5 0.5

0.5 0.5

0.3 1

1

1

1

1

0.5 0.5

Unit

Man-Day Man-Day

Man-Day Man-Day

Man-Day Man-Day

Man-Day Man-Day

Man-Day

Man-Day

Sr No. 152.

153.

154.

155.

156.

157.

158.


Reading and specifying the centre of the Bored pile when driving stand pipe from control point by using theodolite.(l Time)

Surveyor Helper

Surveying and specifying concrete top level to pour bored concrete.(l Time)

Surveyor Helper

Checking Bored Pile position after pouring concrete. (1 Time)

Surveyor Helper

Surveying and Checking Bored Pile after pouring concrete to know stable or unstable. (1 Time)

Surveyor Helper

Surveying and specifying Cap position of Abutment or Pier.(l Time)

Surveyor

Surveying and Checking settlement of pier cap in water. (1 Time)

Surveyor

Surveying and specifying Shaft position of Abutment

159.

160.

or Pier.(l Time) Surveyor

Surveying and specifling Bearing position of Abutment or Pier. (1 Time)

Surveyor

Specifling and Checking Level to fix M.S Rod in Pile Cap, Shaft , Cross-beam. (1 Time)

Surveyor Helper

Man-Day

Man-Day

Man-Day Man-Day

Standard Data for Working Out Rates Per Unit Quantity ofltems of Work-contd.


Levelling Cap (or) Shaft (or) Cross Beam in their form works before pouring concrete. (1 Time)

Surveyor Helper

Helper

162. Rechecking position of Pile (or)Cap (or) Shaft (or) Cross Beam after concreting. (1 Time)

Surveyor

before pouring concrete for one pier. (1 Time) Surveyor Helper

163.

Surveying , Checking and specifying centre of Abutment (or) pier systematically. (1 Time)

Surveyor Helper

Surveying bearing hole depth to get right depth

Surveying and Checking bottom ground of Pier in water. (1 Time)

Surveyor Helper

Transfering and rechecking level Mark for specifiec place from one bench Mark to another.(100 m)

Surveyor

I Helper

Unit Quantity 4 Man-Day Man-Day

I

0.3

1

Man-Day

Surveying Echo Sounding Pier in water and water level daily. (1 Time)

Surveyor

0.5

Man-Day 0.5

Man-Day Man-Day

Man-Day Man-Day

Man-Day Man-Day

Man-Day Man-Day

0.5 0.5

0.3 0.5

0.3 0.3

Man-Day

Remarks

0.5

Fixing bearing for one pier of main bridge (or) 1 Approach bridge (Position or Grouting to fix bearing hole position Bearing.) (1 Time) Surveying Position

Surveyor Helper

Man-Daj Man-Daj

41


Quantity

3

3

0.5

0.5

0.5

0.5

0.3

1

0.3

1

0.3

1

0.5

0.5

0.5

0.5

Unit

Man-Day

Man-Day

Sr No.

(b)

169.


Rechecking position.

Surveyor

Helper

Fixing bearing for one pier of main bridge (or)

(a)

(b)

170.

171.

(a)

(b)

172.

173.

Approach bridge(Position or Grouting to fix bearing

hole position Bearing.) (1 Time)

Levelling Surveyor

Helper

Rechecking level

Surveyor

Helper

Surveying and Rechecking 18m(or)2 1 m(or)24m(or)

27m(or)30m Girder for pouring concrete. (1 No) Surveyor

Helper

Surveying for erection of main truss to get specified

level. (1 Time) Surveyor

Helper

Surveying , Leveling and checking for erection of main truss to get specified level. (1 Time)

Surveyor

Helper

Surveying and Checking Level for Laying Precast

slab and finished level. (1 Time) Surveyor

Helper

Surveying and specifjing Center line for installation

of Road Curb and Hand Rail. (1 Time) Surveyor

Helper

Man-Day

Man-Day

Man-Day

Man-Day

Man-Day

Man-Day

Man-Day

Man-Day

Man-Day

Man-Day

Man-Day

Man-Day

Man-Day

Man-Day

Standard Data for Working Out Rates Per Unit Quantity ofItems of Work-contd.

Road Curb and Hand Rail. (1 Time)

Surveyor

Sr No. 174.

Helper


Surveying and specifLing level for installation of

Man-Day Man-Day

Remarks Unit

0.5

0.5

175.

176.

177.

178.

(a)

@)

179.

(a)

Quantitj

0.5

0.5

0.3

1

0.3

1

0.5

0.5

0.5

0.5

0.5

0.5

Surveying and specifling level for laying AC.(l Time) Surveyor Helper

Surveying Overlay, Road Curb, Hand Rail and AC to get right alignment. (1 Time)

Surveyor Helper

Surveying Precast Slab, Overlay, Road Curb, Hand Rail level. (1 Time)

Surveyor Helper

Surveying position of anywork before starting work (Excavation or Fixing Reinforcement and forrnwork

Man-Day Man-Day

Man-Day Man-Day

Man-Day Man-Day

or Pouring concrete or embedded plate or Hand Rail or Road Curb or P.C Girder or Collosion Barrier or Decking slab or Girder Overlay or AC or Anchor

Box or Bored Pile or Stand Pipe or Keyline or Cap Skirting or Road or Drain or Box Culvert or Steel Truss or Pier Cap or shaft Cross-beam or Abutment or Retaining Wall or Rail Road or Vertical devia - tion.) (1 Time)

Surveyor Helper

Man-Day Man-Day

Rechecking position of anywork after working.(l Time) Surveyor Helper

Man-Day Man-Day

Surveying alignment (Center Line)of anywork before working. (1 Time)

Surveyor Helper

Man-Day

Man-Day

43

Srandard Data for Working Out Rates Per Unit Quantity ofltems of Work-contd

Quantity

0.5 0.5

0.5 0.5

0.5 0.5

0.5 0.5

0.5 0.3

0.5 0.3

0.5 0.5

0.5 1.5

2 4

Unit Sr No.


(b)

180.

(a)

(b)

18 1.

182

(a)

(b)

(c)

183.

184.

Rechecking alignment (Center Line)of anywork after working. (1 Time)

Surveyor Helper

Surveying and levelling anywork before working. (1 Time)

Surveyor Helper

Man-Day Man-Day

Man-Day Man-Day

Rechecking level of anywork before working.(l Time) Surveyor Helper

Surveying and checking settlement (Main Bridge or Approach Bridge or Highway or Railway.)(l Time)

Surveyor Helper

Man-Day Man-Day

Man-Day Man-Day

Checking for theodolite level and E.D.M instrument which are used for surveying in bridge construction. Theodolite Calibration. (1 Time)

Surveyor Helper

Level Calibration. (1 Time) Surveyor Helper

E.D.M Calibration. (1 Time) Surveyor Helper

Determination of Pier Position by E.D.M including

finding distance between piers etc; other relevant or equivalent works.(l Time)

Surveyor Helper

Level Net Survey Calculation & Drawing.(l Time) Surveyor Helper

Man-Day Man-Day

Man-Day Man-Day

Man-Day Man-Day

Man-Day Man-Day

Man-Day Man-Day

44


Sr No. 185.

(a)

(b)

(c)


Triangulation Net Survey Basic Line Measurement (1 Time)

Surveyor Helper

Calculation & Drawing.(l Time) Surveyor Helper

Check Base & Distance Measurement(1 Time) Surveyor Helper

Unit

Man-Day Man-Day

Man-Day Man-Day

Man-Day Man-Day

Quantity

3 4.5

2 4

0.5 0.5

Remarks

45

Standard Data for Working Oui Rates Per Unit Quantity of Items of Work-contd.

Sr No.

1

2


MISCELLANEOUS NOTES

For contractor's profit and overheads (Taxes , safety charges , management & etc.)

For Bridge Machinery Work (Use according to rate of analysis of Machanical Department.)

Unit

L.S

L. S

Quantity

-

-

Remarks

Date post:	26-Jan-2021
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