BridgeWorks

8/11/2019 BridgeWorks

1/47

MINISTRY OF CONSTRUCTION

PUBLIC WORKS

N LYSIS O F R TES

FOR

BRIDGE WORKS

GOVERNMENT OF TH E REPUBLIC OF THE UNION OF MY NM R

SECOND EDITION JUNE 2 13


2/47

CONTENTS

SH NO

1O

2.0

3.0

4.0

5.0

6.0

NAME OF SUB HEAD

BRIDGES

SUB HEADS

Foundation W ork

P.C Girder

Steel Truss

Steel Plate Girder

Suspension and Cablestayed Bridge

Survey

Miscellaneous Notes

PAGE NO


3/47

Standard Data for Working Out Rates Per Unit Quantity oflte m s of Work

ForemanCarpenter 1 st Grade)Carpenter 2nd Grade)

Worker

SrNo.

1

2.

3.

Particularsof Materials and Labour

X IX. RIDGESoundation orks

Labour For Driving 250 mm) Diameter TimberPiles inordinary Soil With 500 kg drop hammerfrom pulley winch and local trestle and manuallyoperated).Penetration average 6 m.Labour

PlantsPile driving frame 1)No

Sundries

Labour For Driving 250 mm)Diameter TimberPiles inordinary Soil With pile driving machine).Penetrationaverage 6 m.Labour

Operator

ForemanCarpenter I st Grade)Carpenter 2nd Grade)

WorkerFor Operation

H.S.DGrease

PlantsPile driving frame 1)No

Sundries

Labour for Pile Driving reinforced cement con-crete pile 350 x 350 mm x 12000 mm) inordinary soil with 12m dieselhammer).Penetrationaverage 12 m.Labour

ForemanPile driving machine operator

Pile driving machine AsstCrane operator

Worker

Unit

Man-DayMan-DayMan-DayMan-Day

HourL.S

Man-Day


litre

kg

Hour

L.S

Man-DayMan-Day

Man-DayMan-DayMan-Day

Quantity

0 3

0 5

0 5

3

4

0 3

0 3

0 5

0.53

3

0.1

2.7

0 3

0 3

0 30 3

6

Remarks

Cost of Timber piles

accordingto varyingdia;

with all necessary fittings

is to be includedin the

main estimate.

Cost of Timber piles

accordingto varyingdia;

with all necessaryfittingsis to be included in the

main estimate.


4/47

Stan dard Da ta for Working Out Rates Per Unit Quantity of Items of Work contd.

Particulars of Materials and Labour

001s Required12m)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 OperationH.S.D for Pile Driving Machine

H.S.D for CraneEngine Oil

Sundries

.abour for Pile Driving reinforced cem ent con-rete pile (350 mmx 350 mm x 12000 mm n~rdinary oil Using drop hammerwith winch~perated y m achine).Penetration Average 12m ..abour

ForemanOperator

Workerdachine

Pile driving machine (1)No:or Operation

Diesel OilGrease OilSundries

Making of Stand Pipe rnrn thk; 12mm thk;

(800 to 1650 mm 0 ) (For 1 Sqm)Steel fixer

Worker

Driving Stand PipeDriving of Stand Pipe1350mm 0,1650mmwith Vibro Hamm er for 1200mm ,1500mm Bored Pile. For 1 m)

Stand pipeSteel fixer

Head WorkerWorker

Unit

HourHour

Hour

Man-Da:Man-Da:

Man-Dti

Remarks

Cost for R.C Piles to be

calculated according to

the reqd.Size and included in the main estimate.

Cost for R.C Piles to be

calculated accord ing to

the reqd.Size and inclu

ded in the main estimate.


5/47

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

SrNo.

b)

7.

a)

b)


Electric HelperOperator /Machine Driver

SundriesH.S.D

Driving of Stand Pipel950rnrn 0,2650 mm0with Vibro Hamm er for1800mm 0,2500mm 0Bored Pile. For 1 m )

Stand PipeSteel Fixer

Head Worker

WorkerElectric Helper

Operator /Machine DriverSundriesH.S.D

Removing Stand PipeRemoving of Stand Pipe1350mm 0,1650mm 0

with Vibro Hamm er for 1200 mm0 ,

1500mm0 Bored Pile. For 1 m )Stand PipeSteel Fixer

Head WorkerWorker

Electric HelperOperator M ac hi ne Driver

Sundries

Removing of Stand Pipe 1950mm02650 mm 0 with Vibro Hammer for1800mm02500mm 0 Bored Pile. For 1m

Stand PipeSteel Fixer

Head WorkerWorker

Electric HelperOperator /Machine Driver

SundriesH.S.D

Unit

Man-DayMan-Day

L.Slitre

NoMan-DayMan-Day


L.Slitre

NoMan-DayMan-DayMan-DayMan-DayMan-Day

L S

NoMan-DayMan-DayMan-DayMan-DayMan-Day

L.Slitre

Quantity

0.50.7

11

3.20.50.7

0.70.52

0.50.5

0.70.72.50.50.5

Remarks


6/47

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

Head W orkerWorker

Operator M ach ine DriverSundries

H.S.D

SrNo.

8

9

10.

1.

Remarksarticulars of M aterials and Labour

Fitting of Drilling Equipment to dig Bored Pile.1200rnm0 , 1500rnm0 ,1800mm 0

2500rnm 0. For 1 time )Head Worker

WorkerOperator /Machine D river

SundriesH.S.D

Dismantling of Drilling Equipment.For 1 time )

Drilling of 800mm 0 mini Bored Pile.Ground, Ordinary Soil) For1 m )

Head WorkerForemanWorker

Operator M ac hi ne DriverWater Pump Helper

SundriesH.S.D

Machinary hair Charges

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


Operator M ac hin e DriverWater Pump Helper

Sundries

H.S.DMachinary hair Charges

Unit


L.Slitre


L.Slitre

Man-DayMan-DayMan-DayMan-DayMan-Day

L.SlitreL.S


L.S

litreL.S

Quantity

27

0.8

70.8

0.70.5

2

0.30.3

1.314

0.70.7


7/47

5

Standard Data for Working Out Rates Per Unit Quan tity of Items of Work contd.

SrNo.12.

13.

14.

15

Particulars of M aterials and Labour

Drilling of 800 rnm mini Bored Pile.W ater, Ordinary Soil) For 1 m )


Operator /Machine DriverWater Pump Helper

SundriesH.S.D

Drilling of 800mm mini B ored Pile.

Water , Weathered Soft Rock) For1 m )Head W orker

ForemanWorker


SundriesH.S.D

Drilling of 1200mm Bored PileOrdinary Soil) For 1 m )

Head W orkerForemanWorker


Sundries

H.S.D

Drilling o f 1500mm Bored PileOrdinary Soil) For 1 m )

Head W orkerForemanWorker

Operator Mac hin e DriverW ater Pump H elper

SundriesH.S.D

Unit


L. Slitre


L.Slitre


L.S

litre


L.Slitre

Quantity

0.8

0 6

2.5

0.4

0 4

1.5

1.2

5

0.8

0 8

10 5

3

0.5

0 3

1.2

0.5

3.5

0.5

0 4

Remarks


8/47

Standard ata for Working Out Rates Per Unit uantity of Items of Work contd.

Quantity

1 40 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.Slitre


L.Slitre


L.S

litre


Man-DayL.Slitre

SrNo.16

17

18

19

RemarksParticulars of Materials and Labour

Drilling of 1500mm R.C.D Bored PileOrdinary Soil) For m )


Operator M ac hin e DriverWater Pump Helper

SundriesH.S.D

Drilling of 1800mm , Bored PileOrdinary Soil) For m )


Operator /Machine D riverWater Pump Helper

SundriesH.S.D

Drilling of 2500rnm , Bored PileOrdinary Soil) For 1 m )


Operator /Machine DriverWater Pump H elper

Sundries

H.S.D

Drilling of 1200mm Bored Pile.Weathered Soft Rock Layer Only Based on Soil

Test Result ) For 1 m )Head Worker

ForemanWorker

Operator /Machine DriverWater Pump H elper

SundriesH.S.D


9/47

Standard D ata for Working Out Rates Per Unit Quantiry of Items of W ork contd.


lrilling of 1500mm Bored PileWeathered So ft Rock Layer Only Based on Soil

rest Result ) For 1 m )Head W orker

ForemanWorker

Operator Ma ch ine DriverW ater Pump Helper

SundriesH.S.D

lrilling of 1500rnrn R.C.D Bored PileWeathered soft rock L ayer only Based on soil

Testresult For mHead W orker

ForemanWorker

Operator Ma ch ine DriverW ater Pump Helper

SundriesH.S.D

lrilling of 1800m m Bored PileWeathered Soft Rock Layer Only Based on

Soil Test Result) For m )Head W orker

ForemanWorker


SundriesH.S.D

Drilling of 2500m m Bored PileWeathered Soft Rock Layer Only based on

Soil Test Result ) For 1 m )Head W orker

ForemanWorker

Operator Ma ch ine Driver

Unit

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

Man-Da:Man-Da:

L.Slitre

Man-D?Man-D?Man-D?Man-Da:

Remarks


10/47

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

WorkerSundriesH.S.D

SrNo.

24.

25.

26

27.

28.


Water Pump HelperSundries

H.S.D

Mixing of Betonite Solution. For 1 cum)WorkerSundriesH.S.D

After drilling Bored P ile and fitting tremie pipe topour concrete, Proving of Slime W ash with

Compressor, for cleaning to B ored hole.For 1 hole)

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

Welding RodSteel Fixer

WorkerSundries

Hanging of Steel Cage for 1500mrn 0 ,1800 mm 0 ,2 5 0 0 mm to Bored Hole withCrane. For 12m length

Welding RodSteel Fixer

WorkerSundries

H.S.D

Pouring 1: ?4 3) Cem ent concrete by TremieMethod. 1 cum)

Head WorkerWorker

Operator /Machine DriverSundriesH.S.D

Unit

Man-DayL.S

litre

Man-DayL.Slitre

Man-DayL.Slitre

kgMan-DayMan-Day

L.S

kgMan-DayMan-Day

L.Slitre


L.Slitre

Quantity

0.7

0.8

-

2

8

0.50.80.1

Remarks


11/47

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


oining, D ismantling, Cleaning, Painting ofarth oil Grease of Trem ie Pipe to be ready.

For 1 m )Steel Fixer

HelperSundries

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

Sundries

Well Foundation

Iiggingand sinking of 12 mrn spun pipeo get specifieddepth includingremoving soilmd water pumping. Ground, Ordinary soil)For 1 m)

WorkerCarpenter

Head WorkerOperator

Steel FixerSundries

Iigging and sinking of 12 mm spun pipeo get specified depth including removing soilmd water pum ping. Ground, Sand) For1 m)

WorkerCarpenter

Head WorkerOperator

Steel FixerSundries

Digging and sink ingof 12 mm spun pipeto get specified dep th including removing soilmd water pum ping. Ground , Weathered softrock) For 1 m)

WorkerCarpenter

Head Worker

Unit

vim-Dajvim Daj

Man-Da:Man-DqMan-Dq

L.S

Man-DqMan-Da,Man-Da

Remarks


12/47

1

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

SrNo.

34.

35.

36.

37.


OperatorSteel Fixer

Sundries

Diggingand sinkingof 1200mrn0spun pipeto get specifieddepth includingremoving soiland water pumping. Water, Ordinarysoil)For 1 m)

WorkerCarpenter

Head WorkerOperator

Steel FixerSundries

Digging and sinkingof 1200mm0spun pipeto get specifieddepth includingremoving soiland water pumping. Water, Sand) For 1 m)

Worker

CarpenterHead Worker

OperatorSteel FixerSundries

Digging and sinkingof 1200mm0spun pipeto get specifieddepth includingremoving soiland water pumping. Water, Weathered softrock) For 1 m)

WorkerCarpenter

Head WorkerOperator

Steel FixerSundries

Digging and sinkingof 2750mm0 cassionwellto get specifieddepth includingremoving soiland water pumping. Ground Ordinary soil)For 1 m)

Quantity

1.61.2

15.61.21.21

0.7

19.6

1.61.21.21

31.22.42.21.91.4

Unit

Man-DayMan-Day

L.S


L.S

Man-Day


L.S


L,S

Remarks


13/47

1 1

Standard Da ta for Working Out Rates Per Unit Quantity of Items of Work contd.

Quantity

2

63

0 5

10

3

6

6 5

10 5

3

2 5

78 8

0 6

12 5

3 8

7 5

8 1

11 3

13 1

3 8

4126

1

20

6

1213

18

Unit

Man-DayMan-DayMan-DayMan-DayMan-DayMan-DayMan-DayMan-DayMan-DayMan-Day

L S


Man-DayMan-DayMan-DayMan-DayMan-DayMan-Day

L S



SrNo.

38

39

Remarksarticularsof Materials and Labour

Head WorkerWorkerWelder

OperatorSteel FixerForeman

DiverHelperRigger

CarpenterSundries

Digging and sinkingof 2750mm0 cassion wellto get specifieddepth including removing soiland water pumping. Ground Sand)For 1 m)



DiverHelperRigger

CarpenterSundries

Digging and sinking of 2750rnm0 cassion wellto get specifieddepth including removing soiland water pumping. Ground, Weathered softrock) For 1 m)


OperatorSteel Fixer

ForemanDiverHelper


14/47

12


Remarksr

No.

40.

41.

42.


RiggerCarpenter

Sundries

Digging and sinking of 2750rnm0 cassion wellto get specifieddepth including removing soiland water pumping. Water Ordinary soil)

For 1 m)Head Worker

WorkerWelder


DiverHelperRigger

CarpenterSundries

Digging and sinking of 2750rnrn0 cassion wellto get specifieddepth including removing soiland water pumping. Water, Sand) For 1m



DiverHelperRigger

CarpenterSundries

Digging and sinking of 2750mm0 cassion well

to get specifieddepth including removingsoiland water pumping. Water, Weathered softrock) For 1 m)

Head Worker

Unit

Man-DayMan-Day

L.S


L.S


L.S

Man-Day

Quantity

216

2.475.6

0.6

123.67.27.8

10.8

12.63.6

94.60.7

15

4.6

99.7

13.615.7

4.6

4.8


15/47

3


echanic

orker


16/47

Standard Data for Working Out Rates Per U nit Quan tity of Items of Work contd.


17/47

5


SrNo.

4.


Stressing for Post tension HT Wire to getcomplete strength 1 Tendon)

ErectorSteel Fixer

Operator Machine DriverMachine HelperElectric Helper

WorkerSundries

55 Plugging 1 : 1)Cem ent Concrete into the

Concrete cavity of the end-block. Girder 1 No)MasonWorkerSundries

56

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

Grouting high strength cement motor with Gro-uting machine to sheating pipe. Girder 1 No)

MechanicElectric Helper

Operator Machine D riverWorkerSundries

57.

ErectorWorker

Sundries

Fixing cycle trolley, launching rm and accesso-ries on the bailey girder. with crane and man)Including fixingbreak wedge and sway braces.1 pair)

ErectorWorkerSundries

Remarksnit


L.S

Man-DayMan-Day

L.S

Man-DayMan-Day

Man-DayMan-Day

L.S

Man-DayMan-Day

L.S

Quantii

10.30.70.30.311

1

31

130

40

Man-Day 5Man-Day 35

L.S


18/47

6

Standard Data for Working Out Rates Per U nit Quan tity ofItem s of W ork c ontd.

SrNo.59.

60.

61.

62.

63 .

64

Particulars of Materia ls and Labour

Side shifting P.C Girder from casting positionto Launghing position distancel m 1 time)


Making Jack up P.C Girder, timber crib.Tighting in hanging beam with steel cable ,removing crib, fixing to get right alignmentbetween two LaunchingArm 1 time)

Erector

CarpenterWorkerSundries

Pulling Steel cable from electric winch andfixing them top of the launchingArm. 1 time)

ErectorElectric Helper

Worker

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

MechanicElectric Helper

ErectorWorker

Making Jack Down Launched P.C Girderbracing strut not to fall down. 1 time)

ErectorCarpenterWorkerSundries

After making jack down dismantling launchingequipment from P.C Girder,Pushing Launching

rm

o the casting stagging. 1 time)ErectorMachine operator driver

Worker

Unit

Man-DayMan-Day

L.S

Man-Day

Man-DayMan-Day

L.S




L.S


Quantity

520

2

5

2

13

4

2

20

4

4

4

2

Remarks


19/47

SrJo.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 forfittingP C Girder,carving 1200mm x 254mmgrouting hole, fitting bearing plate. 1 sheet)

MasonErectorWorkerSundries

Fixing pretension frame with anchor bolt on theconcrete pretension bench according to therequired design. 10 Nos)

ErectorWorker

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


Pulling H.T wire to D ispencer for requiredlength,cutting then with griding machine.60 Nos)

ErectorMechanic

Head WorkerWorker

Skill Electric)Sundries

Fixing repaired wires in p retension bench,anchorage frame systematically.26m 8 Nos)

ErectorHead Worker

WorkerSundries

18m 8 Nos)Erector

Unit

Aan-DajAan-DajAm-Daj

L.S

Aan-DajAan-Daj

Man-DaMan-DaMan-Da

L.S

Man-Da

Remarks


20/47

Standard Data for Working Out Rates Per Unit Qu antig of Items of Work contd.

Erector

Remarksuantity

325

2

0.10.10.10.10.1

0.10.10.3

38321

Unit

Man-DayMan-Day

L.S

Man-Day


L.S


L S


L S

SrNo.

70.

71.

72.

73.

74.

Particularsof Materialsand Labour

Head WorkerWorker

Sandries

Fixing end plate each end of the P.C Girdersystematically whille arrangingH.T wire.Girder 1 No)

Stressingfor pretensionH.t wire to get stressingforce3.45MPa. wire 1 No)

MechanicErector

Machine operatordriverWorker

Skill electric)Sundries

Stressingof 12mm r 13 rnm 7 strand wire

For No)Foreman

Steel FixerWorkerSundries

After fixing and checkingP.C wire and rein-forcement due to design, stressingH.T wire toget required design force and elongation.Wire 38 Nos)

ErectorWorker

Skill electric)Hard Worker

Operator Jack operator)Operator Hydraulicpump)

Sundries

Fixing accessorieson the P.C Girder as perdesign.a)Makingand fixinghook 2 points)


21/47

9

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

Remarksuantity

7

3

0.4

0.1

0.8

0.2

3

Unit

Man-DayL S

Man-Day

Man-DayL.S

Man-DayL.S

Man-DayL.S

Man-DayL.S

Man-DayL.S

Man-Day

SrNo,

75

76

77.

78.

79.


ErectorSundries

@)Makingand fixing shoe plate 10 Points)Welder

c)fixingthrougt bolt nut 10 Nos)Erector

Sundries

Fixing of R.S.T Beam, H Beam, Angle,

M.S Flat Channel for casting bed only.For 10 kg)

Head WorkerSundries

Dismantlingof R.S.T Beam, H Beam, Angle,M.S Plate, M.S Flat Channel for casting bedonly. For 10 kg)

Head WorkerSundries

Fixing of L.S.T Par t , Bailey Part C.H Partssystem. ( For 10 kg)

Head WorkerSundries

Dismantlingof L.S.T Part , Bailey Part C.H

Parts system. For 10 kg)Head Worker

Sundries

Steel Truss

Labour for Launching of R.S.JS. over bridgesup ports Using two pulleys and winch fromthe other side) 5No x 13000rnrnx 610mrn x190mm)at 43.l)kg per RFT.Total Weight = 9.3 MTons)

LabourBridge Foreman


22/47

2

Standard Data for Working Out Rates er Unit Quantity of Items o f W ork contd.

Total Kit oneOne hammer

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

Bridge Foreman

WorkerSundries


23/47

Standard D ata for Working Out Rates Per Unit Quan tity of Items of W ork contd

Quantity

20150

1150

Unit

L S


L S

SrNo.

83.

Remarksarticulars of Materials and Labour

Tools RequiredTotal Kit one

One hammerCoir rope 25mrn 61m)

4000 Kg Hand Winch 2)NoBailey Roller 6)No

Jumper 10)NoWire Rope 16mm 228m)

One local JIBDouble pulley 2)NoSingle pulley 1)No

50000 kg Jacks 2)NoSundries

b) Labour for assemblingand launchingC.H.bridge 6.5m Road way)bolts and nuts for allsteel works complete 48m) span double depth.Total Weight 150 MTons) By Crane)

LabourBridge ForemanSkilled Worker

Unskilled WorkerTools Required

Total Kit oneOne hammer

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

Bailey Roller 6)No

Jumper 10)NoWire Rope 16mm 228m)

One local JIBDouble pulley 2)NoSingle pulley 1)No

50000 kg Jacks 2)NoSundries

Labour for assemblingand German bridge3.35m Road way) on scaffolding and lowering

down on supports or launching 18m)span.Total Weight 17.87 MTons)


24/47

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

Bridge Forem an

Worker

Bridge ForemanSkilled workers

Unskilled workers

SrNo.

84.

85.


Labour

Tools RequiredBailey Jacks 2 NoBailey rollers 7 No

One spannerOne hammer

Sundries

Labour for assembling ofR.P.T bridgeonscaffoldingincluding rivettingand loweringdown on supports complete 30m).Span and5m) road way.Total Weight 64.2 MTons)

Labour

Tools Required4000 Kg hand winch

Wire rope 12rnm 457m)Wire rope 16mm 457m)Coir rope 25mm 152m)

ServiceboltsDouble pulley 2)NoSinglepulley 1)No

One BellowDollys 2)No

Rivetting guns 2)NoOne compressorwith 2)No. Hose pipe 152m)

Local JIB one No.One hammer

75000 Kg Jacks 2)NoSundries

Labour for assemblingand launchingof R.P.Tbridge after rivetting completefor all steelworks 3Om)span 5m) road way.Total Weight 64.2 MTons)

Unit

Man-Day

Man-Day

L.S


L.S

Quantity

8

80

30100420

Remarks


25/47

3

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

SrNo.

86.

87.


LabourBridge Foreman

Skilled workersUnskilled workersTools Required

4000 Kg hand winchWire rope (12rnm 457m)Wire rope (16rnm 457m)Coir rope (25mm 152m)

Service boltsDouble pulley (2)No

Single pulley (1)NoOne BellowDollys (2)No

Rivetting guns (2)NoOne compressor with (2)No. H ose pipe (500 )

Local JIB one No.Bailey rollers (6)No

Jumpers (10)No75000 Kg Jacks (2)No

Sundries

Shifting Steel Truss and Bailey by Crane fromone place to ano ther (Including hooking ,removing, handling with man) (10 MTons)

ForemanHead Worker

WorkerSundries

Sorting arranging the steel truss systemati-cally, Laying out them for preassambling workssystematically. 10 MTons)

ForemanHead Worker

WorkerSundries

Unit

Man-Day

Man-DayMan-Day

L.S

Man-DayMan-Day

Man-DayL.S


L.S

Quantity

35

120400

11

5

114

Remarks


26/47

Standard Da ta for Working Out Rates Per Unit Quantity ofltems of Work contd.

Steel FixerHead Worker

WorkerOperator /Machine Driver

Electric HelperSundries

Remarksuantity

2

1

20.50.5

2

1

14

10 5

40.5

0 8

0.53

0.5

Unit


L S


L.S

Man-DayMan-Day



SrNo.88.

89

90

Particulars of M aterialsand Labour

Checking the steel truss accord ing to the designfor preassembling works on the ground.

(1 000 kg)

(a) Erecting the preassembled steel truss frompier to pier with erection crane acco rding tothe design. (1000 kg)


WorkerOperator /Machine Driver


(b) Allowing 50 of the above expend iturefor dismentling.

(a) Installing Bo lts Nuts, Drift Pins Tigh-tenning according to the d esign while erectingsteel truss. (1000 Nos)

Steel FixerWorker

Tightening them with Electric Guns againbefore transfering the target place. (1000 Nos)

Steel FixerHead W orker

WorkerElectric Helper

(b) Removing Bolt Nu ts (1 000 Nos)Steel Fixer

Head WorkerWorker

Electric Helper


27/47

5

Standard D ata for Working Out Rates Per Unit Quan tity of Items of Work contd.

SrNo.91.

92.

93

94.


Final Tightenningthe ready installed BoltsNuts accordingto theTightenningsequence( includingwith checkingthem whetherstandard or not ) 1000 Nos)


WorkerElectricHelper

Sundries

Checkinghigh tension Bolts Nuts with check

Wrench whether standard or not. 1 000 Nos)Steel fixerWorkerSundries

a)Fixingthe safetyNet to the upper lowersteel truss systematically. 100 m)


WorkerSundries

b) Removing Safety nets from Steel trussSystemtically. 100 m)


WorkerSundries

Fixing Sleeperon the top bottom Chordofthe Steel truss. 200 mm x 200 rnma) Carvingsleepers fixing on Top Chord.100 Nos)

CarpenterSundries

b) Drilling holes on the sleepers for hooking.

100 Nos)CarpenterSundries

Unit


L S

Man-DayMan-Day

L.S

Man-DayMan-Day

Man-DayL.S


L.S

Man-DayL.S

Man-DayL.S

Quantity

216

1.5

1.5

4

6

50

23

25

4.5

2.4

Remarks


28/47

Standard Da fa or Working Out Rates Per Unit Quantity of Items o f W ork contd.

rParticulars 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

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 Do g Sp ike for Up

Stream and Down S tream. 10 m)Steel Fixer Man-Day 1

Carpenter Man-Day 1


Worker Man-Day 4 5

Sundries L.S

f) Disman tling the railway 50 of fixing)

95. Installing Erection Tower, Mast Crane Multi-purpose Crane on the Top Chord of the SteelTruss. 1000 kg)

a) With universal member

Steel Fixer Man-Day 5


Worker Man-Day 13

Sundries L.S


29/47

7



30/47

Standard Data for Working ut Rates Per Unit Qu anti v of Items of Work contd.

Quantity

0.51

11

2020101002020

4

827

7

7

592

Unit

Man-DayMan-Day

Man-DayMan-Day

L.S


L S

Man-Day


L.S


SrNo.

99

100.

Remarksarticulars of Materials and Labour

Steel FixerWorker

Operator /Machine DriverElectric Helper

Sundries

Shifting Erection Tower on the To p Chord fiomone span to another with winch, Pretension theSteel Cables Final tens ionwith 500 MT Jackand Checking Erection Tower. 1 Time)

ForemanSteel Fixer

Head WorkerWorker

Operator /Machine DriverElectric Helper

Sundries

While erecting steel truss fiom one Pier to

another for the required level, fixing with 100 MTon jack, 3001350 MT on jack,500 MTon jack,on the bearingof the piers.

After that, making jack up JackdownShifting horizontally longitudinallyOther components Work

a) 100 MTon Jack10 Nos per 1 Time)

Foreman


WorkerOperator /Mach ine Driver


b) 3001350 MTon Jack10 Nos per 1 Time)

ForemanSteel Fixer

Head Worker


31/47

9


SrNo.

101.

102.

a)

b)

c)

103.


WorkerOperator/Machine D river


c) 500 MTon Jack10 Nos per 1 Time)

ForemanSteel Fixer

Head WorkerWorker

Operator /Machine D riverElectric Helper

Sundries

Fixing of Bearing. 1000 kg)Steel Fixer

Head WorkerWorkerSundries

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

WelderOxygen gasPropane gas

16 mm to 20 rnm thk: for 2500 rnrnWelder

Oxygen gasPropane gas

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

Oxygen gasPropane gas

Welding work. one ply:)for 2500mm)

welding rod 5kglpkt)Welder

Unit

Man-DayMan-Day

Man-DayL.S


Man-DayMan-Day

L.S


L.S

Man-Day

kgkg

Man-Day

kgkg

Man-Day

kgkg

PktMan-Day

Quantity

88

8

113

8.5

1010

229

14.51.5

1.5

51.5

26

1.5

0.21

Remarks


32/47

Standard D ata for Working Out Rates er Unit Quanlily of Items of Work contd.

Remarks

Including Loading ,

Unloadtig and shifting

Quantio

2.53.3

1.5

0.8

111

0.1

Moving m ain cable coin

to cutting place by cran

Cleaning main cable

Levelling ground and

setting turn table for

cuttingmain cablewithwheel cutter chain

block to get specified

length.

Transferring cutted mai

cable

Unit

Man-DayMan-Day

L.S

Man-DayMan-Day

L. S

Man-DayMan-Day

L.S

Man-DayL.S

Man-DayL.S


L S

;rJo.

04.

05.

06.

07.

,08.

109.


Steel Plate GirderPreassembling of steel plate girder according

to design on the ground. 1000 kg)Skilled WorkerWorkerSundries

Fixing , nitial final tightenning of boltnuts and drip pins according to the design whileassembling steel plate girder . I000 Nos)

Skilled WorkerWorker

Sundries

Installation of preassembled steel plate girderby crane as per drawing from pier to p ier.1 000 kg)

Skilled WorkerWorkerSundries

Checking to final tightenned bolt nuts withchecking spanner whether standard or not.1000 Nos)

Skilled WorkerSundries

Placing bearing plateand fixing bolt nut.

Skilled WorkerSundries

Suspension and Cablestayed B ridgeCutting and cleaning main cable For 10m)

Skilled M anHead Worker

WorkerMachine D river/ Operator

Sundries


33/47

Standa rd Data for Working ut Rates Per Unit Quantity ofl lems of Work confd.

SrNo.110.

111.

112.

113.

114.


Taking out and cleaning running cable from

Cable Drum and placing them o n timber crib

For 1 0 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

WorkerSundries

Fixing step by step steel wire rope Pilot C able

on each side of Anchor on high Level.

For lm)

Skilled Man

Head Worker

WorkerSundries

Fixing Travelling C age by safety belt on high

level of Tower with Pulley Travelly.

For 1 Cage)

Skilled Man

Helper for Skilled Man

Head WorkerElectrician

Sundries

Unit

Man-Day

Man-Day

Man-Day

L.S

Man-Day

Man-Day

L.S

Man-DayMan-Day

Man-DayL.S

Man-Day

Man-Day

Man-DayL. S

Man-Day

Man-Day

Man-DayMan-Day

L.S

Quantity

0.1

0.1

0.1

3

4.5

0.30.2

0.4

0.3

0.2

0.1

13.5

7.5

1.50.8

Remarks

Including installationof

lock Bull Dog Grip


34/47

Standard Data for Working Out Rates er nit Quantity of Items of Wo rk confd.

Alignment For one winch)

Skilled M anHelper for Skilled Man

Sundries

3rParticulars of Materials and Labour

qo.15. Fixing 5 Mton winch According Tower Anchor

Fixing Supporting Frame Anchor Plate system-tically according cable alignment behindAnchorage. For 1 Anchor Supporting Frame)

Skilled M anWelderWorkerSundries

After installation main cab le, dismantlingand cutting supporting Anchor F rame, extraAnchor Plate ( For 1 Anchor Supporting

Unit

Frame.)

Quantit

Skilled M anWelderWorkerSundries

Man-DayMan-Day

L.S

3

4.5

Man-DayMan-Day

Man-DayL.S

31.5


Welder

Operator of welding M /C

WorkerSundries

1

0.51.8

11 8. Fixing roller by welding o n high level of Towerwith safety belt. For 1 No)

Skilled M an

119. Making for Cable clam p systemmatically andmaking hole for Bolt Nut For Tower Tiltingwork. For Cable clamp1 set)

WelderHelper For Welder

Sundries

Man-Day

Man-DayMan-Day

L.S

0.5Man-DayMan-Day

Man-DayL.S

120. Fixing firmly Over lapping a t least 5MTon Chain

0.31.3

1.8

block, Steel Wire rope with Bull Dog Grip at

Remarks

Including timber support

and wedging according

inline of A nchor slab

Including temporary

welding work


35/47


36/47

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

Head W orkerElectrician

Sundries

Head WorkerWorkerSundries

Remarks

Taking out cable from

Anc hor Plate of Ancho-

rageChecking Cable of Back

stay between Tow er and

Anchorage

Numbering cable by

layer and layer

Installation of M ain

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 cab le with ing

shaft and safetypin

Transfering suspender

rod to working area

by Manpower

Quantity

14

34

0.30.1

0.4

7

2

0.5

Unit

Man-Day

Man-DayMan-Day

L.S

Man-DayMan-Day

L.S

Man-DayL.S

Man-Day

Man-DayMan-Day

L.S

SrNo.

125.

a)

b)

c)

126.

a)


Installation of C able Top Clamp.For Cable Clamp 1 set)

Skilled Man

Tightening Bolt Nut for one timeFor 10 Nos of Bolt)

Skilled ManElectricianSundries

Painting Enamel paint for cable Top Clam p onhigh level For 1 no of Top Clamp)

Skilled ManSundries

Installation Suspender RodFor Suspender Rod No)

Skilled an


37/47

5

Standard Data for Working Out Rates Per Unit Quantity of Items o f W ork contd.

Skilled ManMechanic for GroutpumpElectrician

Head W orkerSundries

Remarksuantity

0.10.1

0.10.1

0.20.1

10.1

3 5

0.50.55

0.5

Unit

Man-DayMan-Day

L.S

Man-DayMan-Day

L.S

Man-DayMan-Day

L.S

Man-DayMan-Day

L.S


L.S

Man-DayL.S

SrNo.

b)

c)

127.

128.

129.

130.


ThreadingSuspender U bolt ,painting grease,Checking Bolt Nut washer and SpecifingU Bolt marking

Skilled Ma nHead Worker

Sundries

PaintingEnamel paint for Suspenderrod bysafetybelt on high level

Skilled ManHead Worker

Sundries

AdjustingBack stayed for 1Om)Skilled Man

Head WorkerSundries

StressingMain Cable and SpecifingElongationwithin Anchor accordingspecified tension.For 1Om)


Sundries

GroutingCement motor for Cable Guide Tubewithin Anchor after stressing Main cable.For 1Om)

Releasingbinding cable Working length position

of Main Cable For Enclosing Blockafterstressing.

For 1 No of cable )Skilled Man

Sundries


38/47

6

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

Skilled ManSundries

SrNo.131.

132.

133.

134.

135.

6

137.


Adjustingand cutting layer of cable toinstall Anchor Plate For Stressing.

For 1 No of cable)

Shiftingbailey or) Steel truss on ground forPreAssemblingwork. For 1000Kg)


Sundries

Preassemblingwork for bailey or) steel truss.For 1000Kg)


Sundries

Shiftingheavy bailey or) Steel Truss from

PreassembledYard to join cable car by CraneFor 1000Kg)


Sundries

Fixingpreassembledbailey or)Steel Truss onSuspenderRod of Main Cable.For 1000Kg)


Sundries

Fixing SafetyNet For 1m)Skilled Man

Sundries

RemovingsafetyNet For 1m)Skilled Man

Sundries

Unit

Man-DayL.S

Man-DayMan-Day

L.S

Man-DayMan-Day

L.

Man-DayMan-Day

L.S

Man-DayMan-Day

L.S

Man-DayL.S

Man-DayL.S

Quantity

0.1

1.51.5

50.5

0.8

7.5

10

0.5

0.2

Remarks


39/47

7

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

SrNo.138.

139.

140.

141.

142.

143.

144.


Laying systematicallysmall Transon walk wayand Checking,Laying Decking BeamFor 1000 Kg)

Skilled ManSundries

Canying DeckingBeam and small Transondifficultyby man power on temporarywalkwayat high level of main bridge. For 1000Kg)

Skilled ManSundries

Puttingheavy Decking slab on main bridgeby crane For 1000Kg)


Sundries

Adjustingbailey or)Steel truss of main bridgeto get specifiedcamber by wing temporarycable and Cushion Block. For SuspenderHanger 1 Point)

Skilled ManSundries

JackingDown bailey or)Steel truss with rightalignmentto get final R.L by using 30 MTonJack Cushion Blockand M.S Plate. For one Pier)

Skilled ManSundries

Fixing Bearing Bolt to Bearing Mat and Baileyor)Steel truss Pin to Bearing Mat Baileyor)Steel truss. For one Pier)

Skilled ManSundries

Pouring High Strength Concrete to get requiredBearing Level For Bearing)

Skilled Man

Unit

Man-DayL.S

Man-DayL.S

Man-DayMan-Day

L.S

Man-DayL.S

Man-DayL.S

Man-Day

L.S

Man-Day

Quantity

9 5

2

0.81.3

3.5

13.5

12

Remarks

Include adjusting bottom

surface of Bearing Mat

to get specified R L

Including cushion


40/47


41/47

9

Standard Data for Working Out Rates Per Unit Quantity of Items of W ork contd.

Quantity

0.50.5

0.50.5

0 5

0.5

0.31

1

1

1

1

0.50.5

Unit

Man-DayMan-Day

Man-DayMan-Day

Man-DayMan-Day

Man-DayMan-Day

Man-Day

Man-Day

SrNo.152.

153.

154.

155.

156.

157.

158.

Remarksarticulars of M aterials and Labour

Reading and specifying the centre of the Boredpile when driving stand pipe from control point

by using theodolite. l Time)SurveyorHelper

Surveying and specifying concrete top level topour bored concrete. l Time)

SurveyorHelper

Checking Bored Pile position after pouringconcrete. 1 Time)

SurveyorHelper

Surveying and Chec king Bored Pile after pouringconcrete to know stable or unstable. 1 Time)

SurveyorHelper

Surveying and specifying Cap position ofAbutment or Pier. l Time)

Surveyor

Surveying and C hecking settlemen t of pier cap inwater. 1 Time)

Surveyor

Surveying and specifying Shaft position of Abu tment

159.

160.

or Pier. l Time)Surveyor

Surveying and spec ifling B earing position ofAbutment or Pier. 1 Time)

Surveyor

Specifling and Ch ecking Level tofix M.S Rod inPile Cap, Shaft Cross-beam. 1 Time)

SurveyorHelper

Man-Day

Man-Day

Man-DayMan-Day


42/47

Standard Data for Working Out Rates Per Unit Quantity ofl tem s of W ork contd.


Levelling Cap or) Shaft or) Cross Beam in theirform works before pouring concrete. 1 Time)

SurveyorHelper

Helper

162 Rechecking position of Pile or)C ap or) Shaft or)Cross Beam after concreting. 1 Time)

Surveyor

before pouring concrete for one pier. 1 Time)SurveyorHelper

163

Surveying Checking and specifying centre ofAbutment or) pier systematically. 1 Time)

SurveyorHelper

Surveying bearing hole d epth to get right depth

Surveying and Checking bottom ground of Pier inwater. 1 Time)

SurveyorHelper

Transfering and rechecking level M ark for specifiecplace from one bench Mark to another. 100 m)

Surveyor

Helper

Unit Quantity

Man-DayMan-Day

0.31

Man-Day

SurveyingEcho SoundingPier in water and waterlevel daily. 1 Time)

Surveyor

0 5

Man-Day 0 5

Man-DayMan-Day

Man-DayMan-Day

Man-DayMan-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)Approach bridge Position or Grouting to ix bearinghole position Bearing.) 1 Time)Surveying Position

SurveyorHelper

Man-DajMan-Daj


43/47

4


Quantity

3

3

0.50.5

0.50.5

0.31

0.31

0.3

1

0.50.5

0.50.5

Unit

Man-Day

Man-Day

SrNo.

b)

169.

Remarksarticulars ofMaterialsand Labour

Recheckingposition.Surveyor

Helper

Fixing bearing for one pier of main bridge or)

a)

b)

170.

171.

a)

b)

172

173.

Approach bridge Positionor Groutingto ix bearinghole position Bearing.) 1 Time)Levelling

SurveyorHelper

RecheckinglevelSurveyorHelper

Surveyingand Rechecking 18m or)21m or)24m or)27m or)30m Girder for pouring concrete. 1 No)

SurveyorHelper

Surveyingfor erection of main truss to get specifiedlevel. 1 Time)

SurveyorHelper

Surveying Levelingand checkingfor erection ofmain truss to get specified level. 1 Time)

Surveyor

Helper

Surveyingand Checking Level for Laying Precastslab and finished level. 1 Time)

SurveyorHelper

Surveyingand specifjingCenter line for installationof Road Curb and Hand Rail. 1 Time)

SurveyorHelper

Man-DayMan-Day

Man-DayMan-Day

Man-DayMan-Day

Man-DayMan-Day

Man-Day

Man-Day

Man-DayMan-Day

Man-DayMan-Day


44/47

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

Road Curb and Hand Rail. 1 Time)

Surveyor

SrNo.174.

Helper


Surveying and specifLing level for installation of

Man-DayMan-Day

Remarksnit

0.50.5

175.

176.

177.

178.

a)

@

179.

a)

Quantitj

0.5

0.5

0.3

0.3

0.50.5

0.50.5

0.50.5

Surveyingand specifling level for layingAC. l Time)SurveyorHelper

SurveyingOverlay, Road Curb, Hand Rail and AC

to get right alignment. 1 Time)SurveyorHelper

SurveyingPrecast Slab, Overlay, Road Curb,Hand Rail level. 1 Time)

SurveyorHelper

Surveyingposition of anywork before starting work

Excavationor Fixing Reinforcementand forrnwork

Man-DayMan-Day

Man-DayMan-Day

Man-DayMan-Day

or Pouringconcreteor embeddedplate or Hand Railor Road Curb or P.C Girder or CollosionBarrier orDecking slab or Girder Overlayor AC or AnchorBox or Bored Pile or Stand Pipe or Keyline or CapSkirtingor Road or Drain or Box Culvert or SteelTruss or Pier Cap or shaft Cross-beam r Abutmentor RetainingWall or Rail Road or Vertical devia

tion.) 1 Time) SurveyorHelper

Man-DayMan-Day

Recheckingposition of anywork after working. l Time)SurveyorHelper

Man-DayMan-Day

Surveyingalignment Center Line)ofanyworkbefore

working. 1 Time)SurveyorHelper

Man-DayMan-Day


45/47

4

Srandard Data for Working Out Rates er Unit Quantity oflte ms of Work contd

Quantity

0.50.5

0.50.5

0.50.5

0.50.5

0.50.3

0.50.3

0.50.5

0.51.5

4

Unitr

No.Remarksarticulars of Materials and Labour

b)

180.

a)

b)

181.

182

a)

b)

c)

183.

184.

Rechecking alignment Center Line)of anywork afterworking. 1 Time)

SurveyorHelper

Surveying and levelling anywork before working.1 Time)

SurveyorHelper

Man-DayMan-Day

Man-DayMan-Day

Rechecking level of anywork before working. l Time)SurveyorHelper

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

SurveyorHelper

Man-DayMan-Day

Man-DayMan-Day

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

SurveyorHelper

Level Calib ration. 1 Time)SurveyorHelper

E.D.M Calibration. 1 Time)

SurveyorHelper

Determination o f Pier Position by E.D.M includingfinding distance between piers etc; other relevantor equivalent works. l Time)

SurveyorHelper

Level Net Survey Calculation Drawing. l Time)SurveyorHelper

Man-DayMan-Day

Man-DayMan-Day

Man-DayMan-Day

Man-DayMan-Day

Man-DayMan-Day


46/47

44

Standard Dat afo r Working Out Rates Per Unit Quantity of Items of Work-contd.

SrNo.185.

a)

b)

c )


Triangulation Net SurveyBasic Line Measurement(1 Time)

SurveyorHelper

Calculation Drawing. l Time)SurveyorHelper

Check Base Distance Measurement 1 Time)Surveyor

Helper

Unit

Man-DayMan-Day

Man-DayMan-Day

Man-Day

Man-Day

Quantity

4 5

24

0 5

0 5

Remarks


47/47

45

Standa rd Data for Working Oui Rates Per Unit Quantity o f tems of Work contd.

SrNo.

1


MISCELLANEOUS NOTES

For contractor s profit and overheadsTaxes afety charges managem ent etc.)

For Bridge M achinery WorkUse according to rateo analysis of MachanicalDepartment.)

Unit

L.S

L.S

Quantity

-

Remarks

Date post:	02-Jun-2018
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