Post on 26-Jan-2021
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 con- crete 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
Man-Day Man-Day Man-Day Man-Day Man-Day
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.
Particulars of Materials and Labour
'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)
Particulars of Materials and Labour
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 )
Stand Pipe Steel Fixer
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 )
Stand Pipe Steel Fixer
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
Operator /Machine Driver Sundries H.S.D
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 )
Head Worker Foreman Worker
Operator Machine Driver Water Pump Helper
Sundries H.S.D
Machinary hair Charges
-
Unit
Man-Day Man-Day Man-Day
L.S litre
Man-Day Man-Day Man-Day
L.S litre
Man-Day Man-Day Man-Day Man-Day Man-Day
L.S litre L.S
Man-Day Man-Day Man-Day Man-Day
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
Standard Data for Working Out Rates Per Unit Quantity of Items of Work-contd.
Sr No. 12.
13.
14.
15.
Particulars of Materials and Labour
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 )
Head Worker Foreman Worker
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
Operator /Machine Driver Water Pump Helper
Sundries H.S.D
Drilling of 1500mm 0 Bored Pile ( Ordinary Soil ) ( For 1 m )
Head Worker Foreman Worker
Operator Machine Driver
Water Pump Helper Sundries H.S.D
Unit
Man-Day Man-Day
Man-Day
Man-Day
Man-Day L. S litre
Man-Day Man-Day Man-Day Man-Day Man-Day
L.S litre
Man-Day Man-Day Man-Day Man-Day Man-Day
L. S litre
Man-Day Man-Day Man-Day
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
Standard Data for Working Out Rates Per Unit Quantity of Items of Work-contd.
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
Man-Day Man-Day Man-Day Man-Day Man-Day
L.S litre
Man-Day Man-Day Man-Day Man-Day Man-Day
L.S litre
Man-Day Man-Day Man-Day Man-Day Man-Day
L.S litre
Man-Day Man-Day Man-Day Man-Day Man-Day
L.S litre
Sr No. 16.
17.
18.
19.
Remarks Particulars of Materials and Labour
Drilling of 1500mm 0 R.C.D Bored Pile
( Ordinary Soil ) ( For 1 m ) Head Worker
Foreman Worker
Operator Machine Driver Water Pump Helper
Sundries H.S.D
Drilling of 1800mm 0 , Bored Pile ( Ordinary Soil ) ( For 1 m )
Head Worker Foreman Worker
Operator /Machine Driver Water Pump Helper
Sundries H.S.D
Drilling of 2500rnm 0 , Bored Pile ( Ordinary Soil ) ( For 1 m )
Head Worker Foreman Worker
Operator /Machine Driver Water Pump Helper
Sundries H.S.D
Drilling of 1200mm 0 Bored Pile. ( Weathered Soft Rock Layer Only, Based on Soil Test Result ) ( For 1 m )
Head Worker Foreman Worker
Operator /Machine Driver Water Pump Helper
Sundries H.S.D
I
Standard Data for Working Out Rates Per Unit Quantiry of Items of Work-contd.
Particulars of Materials and Labour
lrilling of 1500mm 0 Bored Pile : Weathered Soft Rock Layer Only) Based on Soil rest Result ) ( For 1 m )
Head Worker
Foreman
Worker
Operator Machine Driver Water Pump Helper
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
Operator Machine Driver Water Pump Helper
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
Operator /Machine Driver Water Pump Helper
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
Operator Machine Driver
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.
Particulars of Materials and Labour
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
Operator /Machine Driver Sundries H.S.D
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
Man-Day Man-Day Man-Day
L.S litre
Quantity
0.7 - -
0.8 - -
3 - -
- 2 6 -
- 3 8 - -
0.5 0.8 0.1 - -
Remarks
9
Standard Data for Working Out Rates Per Unit Quantity of Items of Work-contd.
Particulars of Materials and Labour
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
Head Worker Operator
Steel Fixer Sundries
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
Standard Data for Working Out Rates Per Unit Quantity of Items of Work-contd.
Sr No.
34.
35.
36.
37.
Particulars of Materials and Labour
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
Carpenter Head 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
Head Worker Operator
Steel Fixer Sundries
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
Head Worker Operator
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
Man-Day Man-Day Man-Day Man-Day Man-Day
L.S
Man-Day Man-Day
Man-Day Man-Day Man-Day
L.S
Man-Day Man-Day Man-Day Man-Day
Man-Day
L,S
Remarks
-1 -1
Standard Data for Working Out Rates Per Unit Quantity of Items of Work-contd.
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
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.
Remarks Particulars of Materials and Labour
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
Operator Steel Fixer
Foreman Diver Helper
Rigger Carpenter Sundries
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
Operator Steel Fixer
Foreman Diver
Helper
12
Standard Data for Working Out Rates Per Unit Quantity of Items of Work-contd.
Remarks Sr No.
40.
41.
42.
Particulars of Materials and Labour
Rigger Carpenter Sundries
Digging and sinking of 2750rnm0 cassion well to get specified depth including removing soil
and water pumping. (Water , Ordinary soil) (For 1 m)
Head Worker Worker Welder
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)
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. (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 Man-Day Man-Day Man-Day
Man-Day
Man-Day
Man-Day 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
Standard Data for Working Out Rates Per Unit Quantity of Items of Work-contd.
Mechanic Worker
Standard Data for Working Out Rates Per Unit Quantity of Items of Work-contd.
15
Standard Data for Working Out Rates Per Unit Quantity of Items of Work-contd.
Sr No. - 54.
I Particulars of Materials and Labour Stressing for Post tension HT Wire to get complete strength . (1 Tendon)
Erector
Steel Fixer
Operator Machine Driver
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 accesso- ries 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
Man-Day Man-Day 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.
Particulars of Materials and Labour
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
Man-Day 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 Man-Day
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.
Particulars of Materials and Labour
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
Man-Day Man-Day Man-Day Man-Day Man-Day
L. S
Man-Day Man-Day Man-Day
L.S
Man-Day Man-Day Man-Day Man-Day Man-Day Man-Day
L.S
Sr No.
70.
71.
72.
73.
74.
Particulars of Materials and Labour
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 rein- forcement 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
Standard Data for Working Out Rates Per Unit Quantity of Items of Work-contd
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.
Particulars of Materials and Labour
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)
Head Worker Sundries
Dismantling of 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 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
Standard Data for Working Out Rates Per Unit Quantity of Items of Work-contd.
Total Kit one One hammer
Coir rope (25mm 0 61m) 25000 Kg Jacks (2)No
Bridge Foreman Worker Sundries
2 1
Standard Data for Working Out Rates Per Unit Quantity of Items of Work-contd
Quantity
- - - - - - - - - - - -
20 150
1150
- - - - -
- - - - - - -
Unit
- - - - - - - - - - -
L.S
Man-Day
Man-Day
Man-Day
- - - - - - - - - - -
L.S
Sr No.
83.
Remarks Particulars of Materials and Labour
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
Standard Data for Working Out Rates Per Unit Quantity of Items of Work-contd.
Bridge Foreman Worker
Bridge Foreman Skilled workers
Unskilled workers
Sr No.
84.
85.
Particulars of Materials and Labour
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
Man-Day Man-Day Man-Day
- - - - - - - - - - - - - -
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.
Particulars of Materials and Labour
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 systemati- cally, Laying out them for preassambling works systematically. (1 0 MTons)
Foreman
Head Worker Worker Sundries
Unit
Man-Day Man-Day Man-Day
- - - - - - - - -
- - - - - -
L.S
Man-Day Man-Day Man-Day
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
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
Man-Day Man-Day
Sr No. 88.
89.
90.
Particulars of Materials and Labour
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)
Steel Fixer Head Worker
Worker Electric Helper
(b) Removing Bolt & Nuts (1 000 Nos)
Steel Fixer Head Worker
Worker Electric Helper
25
Standard Data for Working Out Rates Per Unit Quantity of Items of Work-contd.
Sr No. 91.
92.
93.
94.
Particulars of Materials and Labour
Final Tightenning the ready installed Bolts & Nuts according to theTightenning sequence ( including with checking them whether standard or not ) (1 000 Nos)
Steel Fixer Head Worker
Worker Electric Helper
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)
Carpenter Head Worker
Worker Sundries
(b) Removing Safety nets from Steel truss Systemtically. (1 00 m)
Carpenter Head Worker
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
Man-Day 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 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)
Steel Fixer Man-Day 1
Carpenter Man-Day 1
Head Worker 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
Steel Fixer Man-Day 5
Head Worker Man-Day 2
Worker Man-Day 13
Sundries L.S -
27
Standard Data for Working Out Rates Per Unit Quantity of Items of Work-contd.
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
Man-Day Man-Day Man-Day Man-Day
L.S
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
L.S
Man-Day Man-Day Man-Day
Sr No.
99.
100.
Remarks Particulars of Materials and Labour
Steel Fixer Worker
Operator /Machine Driver Electric Helper
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
Steel Fixer Head Worker
Worker Operator /Machine Driver
Electric Helper Sundries
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
Operator /Machine Driver Electric Helper
Sundries
(b) 3001350 MTon Jack
(1 0 Nos per 1 Time) Foreman
Steel Fixer Head Worker
29
Standard Data for Working Out Rates Per Unit Quantity of Items of Work-contd.
Sr No.
101.
102.
(a)
(b)
(c)
103.
Particulars of Materials and Labour
Worker Operator /Machine Driver
Electric Helper Sundries
(c) 500 MTon Jack (1 0 Nos per 1 Time)
Foreman Steel Fixer
Head Worker Worker
Operator /Machine Driver Electric Helper
Sundries
Fixing of Bearing. (1 000 kg) Steel Fixer
Head Worker Worker Sundries
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
Man-Day Man-Day Man-Day
L.S
Man-Day Man-Day Man-Day Man-Day Man-Day Man-Day
L.S
Man-Day Man-Day Man-Day
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
Man-Day Man-Day Man-Day Man-Day
L.S
;r Jo.
04.
05.
06.
07.
,08.
109.
Particulars of Materials and Labour
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)
Skilled Worker Worker Sundries
Installation of preassembled steel plate girder by crane as per drawing from pier to pier. (1 000 kg)
Skilled Worker Worker Sundries
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.
Particulars of Materials and Labour
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
Standard Data for Working Out Rates Per Unit Quantity of Items of Work-contd.
Particulars of Materials and Labour
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)
Skilled Man Head Worker
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
Standard Data for Working Out Rates Per Unit Quantity of Items of Work-contd.
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)
Particulars of Materials and Labour
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)
Skilled Man Sundries
Installation Suspender Rod (For Suspender Rod 1 No)
Skilled Man
35
Standard Data for Working Out Rates Per Unit Quantity of Items of Work-contd.
Skilled Man
Mechanic for Grout pump Electrician
Head Worker Sundries
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
Man-Day Man-Day Man-Day Man-Day
L.S
Man-Day L.S
Sr No.
(b)
(c)
127.
128.
129.
130.
Particulars of Materials and Labour
Threading Suspender U bolt ,painting grease, Checking Bolt & Nut washer and Specifing U Bolt marking
Skilled Man Head Worker
Sundries
Painting Enamel paint for Suspender rod by safety belt on high level
Skilled Man
Head Worker Sundries
Adjusting Back stayed (for 1 Om) Skilled Man
Head Worker Sundries
Stressing Main Cable and Specifing Elongation within Anchor according specified tension. (For 1 Om)
Skilled Man Head Worker
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 )
Skilled Man Sundries
36
Standard Data for Working Out Rates Per Unit Quantity of Items of Work-contd.
Skilled Man Sundries
Sr No. 13 1.
132.
133.
134.
135.
1 36.
137.
Particulars of Materials and Labour
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)
Skilled Man Head Worker
Sundries
Preassembling work for bailey (or) steel truss. (For 1000 Kg)
Skilled Man Head Worker
Sundries
Shifting heavy bailey (or) Steel Truss from Preassembled Yard to join cable car by Crane (For 1000 Kg)
Skilled Man Head Worker
Sundries
Fixing preassembled bailey (or)Steel Truss on Suspender Rod of Main Cable. (For 1000 Kg)
Skilled Man Head Worker
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
Standard Data for Working Out Rates Per Unit Quantity of Items of Work-contd.
Sr No. 138.
139.
140.
14 1.
142.
143.
144.
Particulars of Materials and Labour
Laying systematically small Transon walk way and Checking, Laying Decking Beam (For 1 000 Kg)
Skilled Man Sundries
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)
Skilled Man Head Worker
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)
Skilled Man Sundries
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)
Skilled Man Sundries
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.
Standard Data for Working Out Rates Per Unit Quantity of Items of Work-contd.
39
Standard Datafor Working Out Rates Per Unit Quantity of Items of Work-contd.
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.
Remarks Particulars of Materials and Labour
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.
Particulars of Materials and Labour
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
Standard Data for Working Out Rates Per Unit Quantity of Items of Work-contd.
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.
Remarks Particulars of Materials and Labour
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
Particulars of Materials and Labour
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.
Remarks Particulars of Materials and Labour
(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
Standard Datafor Working Out Rates Per Unit Quantity of Items of Work-contd.
Sr No. 185.
(a)
(b)
(c)
Particulars of Materials and Labour
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
Particulars of Materials and Labour
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