BRIDGE WORKS.

BR
Rate for the year
Item No.& 2008-2009
Description of items Unit
Item code Completed Labour
Rate Rate

Br-FOUNDATION

1 Dismentling carefully the old structure ---------

----------- including cutting reinforcement steel
bars, sorting out serviceable materials and
stacking, disposing off unserviceable
material, upto lead of 50m etc. Complete.

BR-2 Spec. No. BR-2 Page No.100

a) Reinforced Cement Concrete Cu.M. 298.00 244.00
b) Plain Cement Concrete Cu.M. 253.00 205.00
c) Stone Masonry in Lime or Cement Morter Cu.M. 242.00 225.00

d) R.C.C.pipe drain,only pipes.up to 900mm. R.M. 99.00 94.00

Dia.
e) R.C.C.pipe drain,only pipes. 900mm.to R.M. 198.00 188.00
1200mm. Dia.
2 Excavation for foundation----------- including
shoring and strutting as necessary and
disposing off excavated stuff excluding
dewatering if seperately provided,as directed
etc. complete (for depth upto 1.50 M.)

BR-3 Spec. No. BR-3 Page No.102

a) earth, soils of all types, sand gravel Cu.M. 82.00 75.00
b) hard murum Cu.M. 95.00 91.00
c) hard murum & boulders Cu.M. 108.00 105.00
d) In Soft rock Cu.M. 221.00 201.00
e) In Hard rock Cu.M. 360.00 325.00
f) By Chiselling & Wedging. Cu.M. 527.00 462.00

131
 BR
Rate for the year
Item No.& 2008-2009
Description of items Unit
Item code Completed Labour
Rate Rate
3(A) Dewatering for ---(a/b/c/d/e)--- in---(i/ii/iii)---
including diversion of stream providing
cofferdam, bunds etc. as may be necessary
for foundation and other parts of work and
bailing out and / or pumping out water below
the actual initial natural water level during
execution of all items of construction as
required ( from start of that particular
component till completion of bridge )
including all leads and lifts etc. Complete
Note: All items of construction i.e.excavation,
bedding,( soling & PCC ) and concreting of
that structure upto natural water level.

BR-4 Spec. No. BR-4 Page No.104-105

( i ) other soil
a) Abutment Cu.M. 98.00 25.00
b) Returns Cu.M. 40.00 25.00
c) Piers Cu.M. 147.00 25.00
d) Raft, Cut of Walls Cu.M. 121.00 25.00
e) Toe Wall, Apron Cu.M. 46.00 25.00

(ii) Sandy soil

a) Abutment Cu.M. 148.00 25.00
b) Returns Cu.M. 67.00 25.00
c) Piers Cu.M. 226.00 25.00
d) Raft, Cut of Walls Cu.M. 177.00 25.00
e) Toe Wall, Apron Cu.M. 82.00 25.00

(iii) Perennial River or Stream

a) Abutment Cu.M. 276.00 25.00
b) Returns Cu.M. 126.00 25.00
c) Piers Cu.M. 471.00 25.00
d) Raft, Cut of Walls Cu.M. 493.00 25.00
e) Toe Wall, Apron Cu.M. 222.00 25.00

132
 BR
Rate for the year
Item No.& 2008-2009
Description of items Unit
Item code Completed Labour
Rate Rate
3(B) Dewatering on BHP basis by using water
pump---i/ii/iii---including diversion of streams,
providing earthen bunds coffer dam etc.
complete as may be necessary for foundation
and other parts of the work and bailing out
and pumping out water, during and after
excavation as required (The item include
dewatering for excavation upto foundation
level, filling foundation and sub structure
masonry above water level)( Prior approval of
S.E.is necessary )
BR-4 Spec. No. BR-4 Page No.104-105
( i )By using 3 Horse power pump. Hour 39.00 30.00
( ii )By using 5 to 9 Horse power pump. Hour 55.00 30.00
( iii )By using 10 to 19 Horse power pump. Hour 73.00 30.00

4 i)Providing & laying in situ-------cement

concrete of trap/granite/quartzite/gneiss
metal in foundation including necessary
bailing out water, compacting and curing
(excluding dewatering by pump).
BR-5 Spec. No. BR-5 Page No.105 & MoRT&H-
cl.1500,1700 & 2100
A) including form work
I) Using Concrete Mixer
a)PCCM-10 Cu.M. 2331.00 196.00
b)PCCM-15 Cu.M. 2581.00 263.00
c)PCCM-25 Cu.M. 2789.00 263.00
d)PCCM-30 Cu.M. 2858.00 263.00
II) Using Batching plant,transit mixer and
concrete pump.(RMC)
a)PCCM-25 Cu.M. 2894.00 33.00
b)PCCM-30 Cu.M. 2963.00 33.00

5 Providing uncoursed rubble trap / graninte /

quartize / gneiss stone masonry in cement
mortar 1:5 for foundation of piers, abutments,
wings etc complete including bailing out
water striking joints and watering complete.
BR-6 Spec. No. BR-6 Page No.107 Cu.M. 1767.00 552.00

133
 BR
Rate for the year
Item No.& 2008-2009
Description of items Unit
Item code Completed Labour
Rate Rate
6 Providing & laying in situ------------ controlled
reinforced cement concrete of trap metal for
raft slab including "V" haunches, formwork,
scaffolding, compaction by vibrating, finishing
curing etc. complete. (excluding
reinforcement).
BR-5 Spec. No. BR-5 Page No.105 & MoRT&H
cl.1500,1700&2100
a)RCCM-20 Cu.M. 3513.00 263.00
b)RCCM-25 Cu.M. 3606.00 263.00
c)RCCM-30 Cu.M. 3617.00 263.00
d)RCCM-35 Cu.M. 3629.00 263.00

7 Prividing and fixing pressure relief pipes of

100 mm diametre of AC / PVC as per drawing
for R.C.C Raft, galaries etc complete.
Spec. As directed by Engineer-In-Charge. R.M. 74.00 40.00
8 Providing and laying in situ controlled cement
concrete------- grade of trap metal for
annular filling around abutment piers for
foundation including necessary bailing out
water, compacting, curing etc. complete
(excluding dewatering by pump & formwork)
BR-5 Spec. No. BR-5 Page No.105,MoRT&H-
1500,1700&2100
a)PCCM-10 Cu.M. 2480.00 193.00
b)PCCM-15 Cu.M. 2789.00 263.00
c)PCCM-25 Cu.M. 3615.00 263.00
d)PCCM-30 Cu.M. 3673.00 263.00

9 Providing Island for------------------- laying steel

curbs for cutting edge of wells for depth upto
3 m for standing water including supplying
earth / murum/ within 50 m head lead in river
/ creek including necessary caging for
protection etc complete.
Spec.No. MoRT&H-1200

a) 4 m dia well No. 31260.00 7780.00

b) 6 m dia well No. 41100.00 7780.00
c) 8 m dia well No. 57630.00 7780.00
d) 10 m dia well No. 72480.00 7780.00

134
 BR
Rate for the year
Item No.& 2008-2009
Description of items Unit
Item code Completed Labour
Rate Rate
10 Providing fabricating, launching, floating and
grounding in position steel curbs for wells
with necessary steel bracings and steel
cutting edges as shown in the detailed
drawings etc. Complete as directed by
Engineer in charge.
BR-8 Spec. No. BR-8 Page No.108 M.T. 50171.00 5271.00
11 Providing fabricating and setting out mild
steel cutting edges for reinforced cement
concrete well curbs as shown on the detailed
drawings etc. Complete
Spec. No. As directed by Engineer in charge M.T. 47465.00 2724.00
12 Providing steel anchor dowell at base of the
well including drilling holes up to 2.50m.depth
in rock placing the dowells in position and
effectively grouting the holes (4no.of
32mm.dia.steel rod of 4 m. each ) etc.
complete
BR-16 Spec. No. BR-16 Page No.120 each of 4309.00 360.00
1 set

13 Providing steel anchor dowell bar including

drilling holes of 75mm dia.(one no.) in rock
placing the dowell in position and effectively
grouting the hole 32 mm dia anchor steel rod
including taking out the removable M.S. Pipe.
Spec. - As directed by Engineer-In-Charge. R.M. 847.00 68.00

14 Providing steel anchor dowell bars including

drilling holes of 75mm dia.(one no) in rock
placing the dowell in position and effectively
grouting the hole 32mm dia.anchor steel rod
with M.S. Pipe left inside.
BR-16 Spec. - As directed by Engineer-In-Charge. R.M. 1089.00 64.00

15 Providing steel anchor dowells through

steining of the well,at the base of the well in
position and including drilling holes upto 2.5
mt. depth in rock effectively grouting the
holes ( 4 no.of 32 mm diameter steel bar 4 m
each ) etc.complete
BR-16 Spec. No. BR-16 Page No.120 each of 5729.00 579.00
1 set

135
 BR
Rate for the year
Item No.& 2008-2009
Description of items Unit
Item code Completed Labour
Rate Rate
16 Providing and laying in situ cement concrete
grade --------of trap metal in the hollow of the
steel curb including compaction by vibrating
& curing etc. complete.
BR-9 Spec. No. BR-9 Page No.109
a)PCC M-10 Cu.M. 2287.00 406.00
b)PCC M-15 Cu.M. 2591.00 406.00
c)PCC M-20 Cu.M. 2668.00 406.00

17 Providing & laying in -------- of

trap/granite/quartzite/gneiss metal for
R.C.C.well curbs including necessary
compacting by vibrating,finishing and curing
etc. complete. (excluding reinforcement and
including shuttering)
BR-12 Spec. No. BR-12 Page No.112,MoRT&H-
1200,1500&1700
I) Using Concrete Mixer
a)RCCM-20 Cu.M. 3430.00 264.00
b)RCCM-25 Cu.M. 3714.00 264.00
c)RCCM-30 Cu.M. 3855.00 264.00
d)RCCM-35 Cu.M. 3995.00 264.00
II) Using Batching plant,transit mixer and
concrete pump.(RMC)
a)RCCM-20 Cu.M. 3535.00 32.00
b)RCCM-25 Cu.M. 3819.00 32.00
c)RCCM-30 Cu.M. 3960.00 32.00
d)RCCM-35 Cu.M. 4100.00 32.00
18 Providing and laying in situ cement concrete---
----trap / granite/quartzite/gneiss metal in well
steining including shuttering compacting by
vibrating, rodding finishing and curing etc.
complete (excluding reinforcement)
BR-13 Spec. No. BR-13 Page No.112,MoRT&H-
1200,1500&1700
I) Using Concrete Mixer
a)RCCM-20 Cu.M. 3344.00 264.00
b)RCCM-25 Cu.M. 3508.00 264.00
c)RCCM-30 Cu.M. 3602.00 264.00
d)RCCM-35 Cu.M. 3829.00 264.00

136
 BR
Rate for the year
Item No.& 2008-2009
Description of items Unit
Item code Completed Labour
Rate Rate
II) Using Batching plant,transit mixer and
concrete pump.(RMC)
a)RCCM-20 Cu.M. 3449.00 32.00
b)RCCM-25 Cu.M. 3613.00 32.00
c)RCCM-30 Cu.M. 3707.00 32.00
d)RCCM-35 Cu.M. 3934.00 32.00

19 Providing and laying in situ --------

trap/granite/quartizite/ gneiss metal for the
bottom plugs of wells in the dry or under
water including compation by vibrating and
curing wherever necessary etc complete
BR-17 Spec. No. BR-17 Page No.120,MoRT&H-
1200,1500&1700.
a)PCC M-10 Cu.M. 2610.00 264.00
b)PCC M-15 Cu.M. 3146.00 264.00
c)PCC M-20 Cu.M. 3393.00 264.00
d)PC M-25 Cu.M. 3774.00 264.00
e)PCC M-30 Cu.M. 3812.00 264.00
f)PCC M-35 Cu.M. 3892.00 264.00

20 Providing and filling in well with shingle and

sand including compacting between the top
and bottom plugs etc. Complete

BR-18 Spec. No. BR-18 Page No.122, MoRT&H-304 Cu.M. 452.00 83.00

21 Providing and laying in situ-------- of

trap/granite/quartzite/ gniess metal for top
plug of wells including compaction by
vibration and curing etc complete
BR-19 Spec. No. BR-19 Page No.123,MoRT&H-
1200,1500&1700

a)PCC M-10 Cu.M. 2531.00 264.00

b)PCC M-15 Cu.M. 2863.00 264.00
c)PCC M-20 Cu.M. 3095.00 264.00
d)PCC M-25 Cu.M. 3200.00 264.00
e)PCC M-30 Cu.M. 3536.00 264.00
f)PCC M-35 Cu.M. 3600.00 264.00

137
 BR
Rate for the year
Item No.& 2008-2009
Description of items Unit
Item code Completed Labour
Rate Rate
22 Providing and laying in situ------- of
trap/granite / quartzite / gniess metal for
reinforced cement concrete well / pile caps
including necessary formwork compaction by
vibrating finishing and curing etc. complete.
(Excluding reinforcement)
BR-24 Spec. No. BR-24 Page No.124,MoRT&H-
1200,1500&1700
I) Using Concrete Mixer
a)RCCM-20 Cu.M. 3503.00 264.00
b)RCCM-25 Cu.M. 3779.00 264.00
c)RCCM-30 Cu.M. 3918.00 264.00
d)RCCM-35 Cu.M. 3969.00 264.00

II) Using Batching plant,transit mixer and

concrete pump.(RMC)
a)RCCM-20 Cu.M. 3608.00 32.00
b)RCCM-25 Cu.M. 3884.00 32.00
c)RCCM-30 Cu.M. 4023.00 32.00
d)RCCM-35 Cu.M. 4074.00 32.00

23 Sinking of------------- for foundation in soft

strata/ boulders etc. which can be removed
by grabing and chiselling soft disintegrated
rock which requires special efforts, including
blasting, large scale dewatering, heavy
chiselling, cutting by pneumatic tools and all
materials available to sink through such
strata including removal of obstacles and use
of necessary plant & machinery, driver etc
complete and proper setting of wells including
all methods except pneumatic sinking (depth
0 to 5 Metres).
1. For 5 m. to 10 m. depth 30% extra over basic rate.
2. For 10 m. to 15 m.depth 40% extra over basic rate.
3. For 15 m. to 20 m.depth 60% extra over basic rate.
4. For 20 m.to 25 m.depth 100% extra over basic rate.
5. For 25 m. to 30 m.depth 220% extra over basic rate.
6. For 30 m. to 35 m.depth 390% extra over basic rate.
7. For 35 m. to 40 m.depth 690% extra over basic rate.
8. For 40 m. to 45 m.depth 1100% over basic rate.

138
 BR
Rate for the year
Item No.& 2008-2009
Description of items Unit
Item code Completed Labour
Rate Rate
BR-14 Spec. No. BR-14 Page No.113,MoRT&H-
sec.1200
a) 4 m dia well R.M. 29430.00 3180.00
b) 5 m dia well R.M. 34130.00 3180.00
c) 6 m dia well R.M. 50820.00 3180.00
d) 7 m dia well R.M. 65120.00 3180.00
e) 8 m dia well R.M. 84740.00 3180.00
f) 10 m dia well R.M. 102850.00 3180.00
24 Providing & laying in situ---------Controlled
reinforced cement concrete of
trap/granite/quartzite/ gneiss metal for cut of
walls including formwork,scaffolding,
compaction by vibrating, finishing, curing etc
complete. (excluding reinforcement).
BR-5 Spec. No. BR-5 Page No.105
a)RCCM-20 Cu.M. 2578.00 264.00
b)RCCM-25 Cu.M. 2735.00 264.00
c)RCCM-30 Cu.M. 2813.00 264.00
d)RCCM-35 Cu.M. 3126.00 264.00

25 Providing and laying in position rubble stone

BR-57
Deleted
of approved size for appron etc. complete as
directed by Egineer in Charge.
Spec.No.BR-57 Page No.151,MoRT&H-2503 Cu.m. - -

26 Chiselling in hard strata like boulders and soft

loose
Deleted
rocks including removing and stacking the
material and disposing
unserviceable materials as directed etc.
complete.
the

Spec. No. As directed by Engineer-in Charge

a) 450 mm dia R.M. - -

b) 475 mm dia R.M. - -
c) 500 mm dia R.M. - -
d) 525 mm dia R.M. - -
e) 550 mm dia R.M. - -
f) 600 mm dia R.M. - -
g) 625 mm dia R.M. - -
h) 650 mm dia R.M. - -
I) 750 mm dia R.M. - -
j) 800 mm dia R.M. - -

139
 BR
Rate for the year
Item No.& 2008-2009
Description of items Unit
Item code Completed Labour
Rate Rate
k) 825 mm dia R.M. - -
l) 900 mm dia R.M. - -
n) 975 mm dia R.M. - -
m) 1000 mm dia R.M. - -
o) 1050 mm dia R.M. - -
p) 1100 mm dia R.M. - -
q) 1200 mm dia R.M. - -
r) 1500 mm dia R.M. - -

27 Providing M-30 R.C.C. cast in situ------------

bored piles each of load capacity as per
design and of specified diametre or as
directed, placed through steel shell sunk to
the required depth through all strata except
rock, excluding provision of reinforcement
including placing concrete by tremie
arrangement compaction of concrete and
withdrawal of steel shell etc. complete.

BR-21 Spec. No. BR-21, Page 124,MoRT&H-

1100&1700.

a) 450 mm dia R.M. 1307.00 291.00

b) 475 mm dia R.M. 1354.00 302.00
c) 500 mm dia R.M. 1454.00 314.00
d) 525 mm dia R.M. 1551.00 325.00
e) 550 mm dia R.M. 1712.00 338.00
f) 600 mm dia R.M. 1900.00 366.00
g) 625 mm dia R.M. 2004.00 379.00
h) 650 mm dia R.M. 2157.00 394.00
I) 750 mm dia R.M. 2540.00 459.00
j) 800 mm dia R.M. 2756.00 496.00
k) 825 mm dia R.M. 2881.00 515.00
l) 900 mm dia R.M. 3653.00 575.00
n) 975 mm dia R.M. 3952.00 642.00
m) 1000 mm dia R.M. 4321.00 665.00
o) 1050 mm dia R.M. 4751.00 711.00
p) 1100 mm dia R.M. 5288.00 712.00
q) 1200 mm dia R.M. 6262.00 870.00
r) 1500 mm dia R.M. 9045.00 1249.00

140
 BR
Rate for the year
Item No.& 2008-2009
Description of items Unit
Item code Completed Labour
Rate Rate
28 Providing M-35 R.C.C. cast in situ bored piles
each of load capacity as per design and of
specified diametre or as directed, placed
through steel shell sunk to the required depth
through all strata except rock, excluding
provision of reinforcement including placing
concrete by tremie arrangement compaction
of concrete and withdrawal of steel shell etc.
complete.
BR-21 Spec.No.BR-21,P-124,MoRT&H-
1100,1600,&1700
a) 450 mm dia R.M. 1327.00 291.00
b) 475 mm dia R.M. 1375.00 302.00
c) 500 mm dia R.M. 1474.00 314.00
d) 525 mm dia R.M. 1572.00 325.00
e) 550 mm dia R.M. 1731.00 338.00
f) 600 mm dia R.M. 1921.00 366.00
g) 625 mm dia R.M. 2024.00 379.00
h) 650 mm dia R.M. 2178.00 394.00
I) 750 mm dia R.M. 2560.00 459.00
j) 800 mm dia R.M. 2775.00 496.00
k) 825 mm dia R.M. 2902.00 515.00
l) 900 mm dia R.M. 3674.00 575.00
m) 975 mm dia R.M. 3972.00 642.00
n) 1000 mm dia R.M. 4341.00 665.00
o) 1050 mm dia R.M. 4772.00 711.00
p) 1100 mm dia R.M. 5309.00 762.00
q) 1200 mm dia R.M. 6282.00 870.00
r) 1500 mm dia R.M. 9066.00 1249.00

29 Providing placing and driving in position for

R.C.C.Piles, 6mm thick permanent M.S. liner
upto required depth with 12mm thick M.S.
cutting gauge of 0.50 metre length at bottom

Deleted
including fabricating, cutting the M.S. sheet to
required diametre and shape, welding the
joints and driving with the help of required
machineries including all materials labours
and lifts etc. complete.

Spec. No. As directed by Engineer-in Charge R.M. - -

141
 BR
Rate for the year
Item No.& 2008-2009
Description of items Unit
Item code Completed Labour
Rate Rate
30 Providing and cutting bending, hooking,
laying in position and tying Mild steel / HYSD
/ TMT bars for reinforcement as per detailed
drawings for R.C.C.work.
BR-35,49. Spec.No. BR35P.134, BR.49P.143, &
MoRT&H-1600

a) Mild Steel bars M.T. 55870.00 2522.00

b) HYSD bars M.T. 56000.00 2522.00
c) T.M.T. bars M.T. 56180.00 2522.00
31 Providing welded joints for Mild / H.Y.S.D.
steel reinforcement bars etc. complete
BR-36 Spec. No. BR-36 Page No.134
a) upto 25 mm dia. No. 161.00 81.00
b) above 25 mm dia. No. 206.00 81.00

BR-SUB-STRUCTURES

32 Providing & laying in situ_______ cement

concrete of trap/granite/quartzite/ gneiss
metal for cast in citu piers, abutment, returns,
wings etc. including provision of "V" shaped
false joints to form suitable panels on the
faces to approve design with compacting by
vibrating and curing complete, including form
work centering (excluding dewatering by
means of pump) and including bailling out
water and curing etc. complete. (upto 5.00
mt. height) Note : add 2% for over 5.00
mt.height increase upto 10.00 mt. and 6%
height above 10.00 mt.(height for that
particular structure)

BR-27 Spec. No. BR-27 Page No.127& MoRT&H-

cl.1500,1700 & 2100
I) Using Concrete Mixer
a)PCCM-10 Cu.M. 2439.00 196.00
b)PCCM-15 Cu.M. 2983.00 264.00
c)PCCM-25 Cu.M. 3481.00 264.00
d)PCCM-30 Cu.M. 3613.00 264.00

142
 BR
Rate for the year
Item No.& 2008-2009
Description of items Unit
Item code Completed Labour
Rate Rate
II) Using Batching plant,transit mixer and
concrete pump.(RMC)
a)PCCM-25 Cu.M. 3586.00 32.00
b)PCCM-30 Cu.M. 3718.00 32.00

33 Providing coursed rubble trap / granite /

quartzite / gneiss stone masonry in cement
mortar __ for abutment, return, wings, head
walls etc. with khandki facing and pointing
with cement mortar 1:3 for all khandki faces
and rubble facing with struck joints for rubble
backing including scaffolding, bailing out
water and watering masonary etc. complete.

BR-25 Spec. No. BR-25 Page No.125

I) Cement Morter 1:5 Cu.M. 2687.00 1403.00
ii) Cement Morter 1:4 Cu.M. 2799.00 1403.00

34 Providing & laying in situ_______ cement

concrete of trap/granite/quartzite/ gneiss
metal for cast in citu R.C.C.solid piers,
column etc. including provision of "V" shaped
false joints to form suitable panels on the
faces to approve design with compacting by
vibrating and curing complete, including form
work centering (excluding dewatering by
means of pump) and including bailling out
water and curing etc. complete. (upto 5.00
mt. height) (Excluding
reinforcement) Note : add 2% for over 5.00
mt.height increase upto 10.00 mt. and 6%
height above 10.00 mt.(height for that
particular structure)
BR-27 Spec. No. BR-27 Page No.127& MoRT&H-
cl.1500,1700 & 2100
I) Using Concrete Mixer
a)RCCM-20 Cu.M. 3281.00 264.00
b)RCCM-25 Cu.M. 3626.00 264.00
c)RCCM-30 Cu.M. 3677.00 264.00
d)RCCM-35 Cu.M. 3749.00 264.00

143
 BR
Rate for the year
Item No.& 2008-2009
Description of items Unit
Item code Completed Labour
Rate Rate
II) Using Batching plant,transit mixer and
concrete pump.(RMC)
a)RCCM-20 Cu.M. 3386.00 32.00
b)RCCM-25 Cu.M. 3731.00 32.00
c)RCCM-30 Cu.M. 3782.00 32.00
d)RCCM-35 Cu.M. 3854.00 32.00

35 Providing and laying in situ cement concrete

of------------ trap / granite / quartzite / gneiss
metal for R.C.C. piers with vertical and
horizontal diaphragram having neat and
smooth finish, centering, shuttering,
scaffolding compaction by vibrating and
curing complete. Height. upto 5.00mtr.
(excluding reinforcement)
Note:i) Add 2% for over 5.00mtr.height
increase up to 10.00mtr. ii)add 6% for height
above 10.00mtr.(height for that particular
structure )
BR-27 Spec. No. BR-27 Page No.127& MoRT&H-
cl.1500,1700 & 2100
I) Using Concrete Mixer
a)RCCM-20 Cu.M. 3281.00 264.00
b)RCCM-25 Cu.M. 3626.00 264.00
c)RCCM-30 Cu.M. 3679.00 264.00
d)RCCM-35 Cu.M. 3749.00 264.00

II) Using Batching plant,transit mixer and

concrete pump.(RMC)
a)RCCM-20 Cu.M. 3386.00 32.00
b)RCCM-25 Cu.M. 3731.00 32.00
c)RCCM-30 Cu.M. 3784.00 32.00
e)RCCM-35 Cu.M. 3854.00 32.00

144
 BR
Rate for the year
Item No.& 2008-2009
Description of items Unit
Item code Completed Labour
Rate Rate
36 Providing and laying in situ controlled -------of
trap/granite /quartzite/gniess metal for
R.C.C.caps over piers and abutments
including necessary sacffolding,formwork,
compacting by vibrating,finishing and curing
etc. complete (excluding reinforcement)
BR-29 Spec. No. BR-29 Page No.129
I) Using Concrete Mixer
a)RCCM-20 Cu.M. 3808.00 264.00
b)RCCM-25 Cu.M. 3950.00 264.00
c)RCCM-30 Cu.M. 4089.00 264.00
d)RCCM-35 Cu.M. 4170.00 264.00

II) Using Batching plant,transit mixer and

concrete pump.(RMC)
a)RCCM-20 Cu.M. 3913.00 32.00
b)RCCM-25 Cu.M. 4055.00 32.00
c)RCCM-30 Cu.M. 4194.00 32.00
d)RCCM-35 Cu.M. 4275.00 32.00

37 Providing and laying in situ --------- of

trap/granite/quartzite/ gniess metal for R.C.C
work like dirt/ballast walls,kerbs, box returns
etc complete including scaffolding,centering
formwork, compaction,finishing and curing
etc.complete (Excluding reinforcement)
BR-50 Spec. No. BR-50 Page No.143
I) Using Concrete Mixer
a)RCCM-20 Cu.M. 3594.00 594.00
b)RCCM-25 Cu.M. 3852.00 594.00
c)RCCM-30 Cu.M. 3970.00 594.00
d)RCCM-35 Cu.M. 4311.00 594.00

145
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Rate for the year
Item No.& 2008-2009
Description of items Unit
Item code Completed Labour
Rate Rate
38 Providing and laying in situ--------of
trap/granite/quartzite/ gniess metal for
reinforced cement concrete block below the
bearing including necessary scaffolding,
formwork, compaction by vibrating, finishing
and curing etc. complete (excluding
reinforcement)
BR-30 Spec. No. BR-30 Page No.130

a)RCCM-20 Cu.M. 4311.00 635.00

b)RCCM-25 Cu.M. 4511.00 635.00
c)RCCM-30 Cu.M. 4678.00 635.00
d)RCCM-35 Cu.M. 4729.00 635.00

39 Providing and fixing in position Tar paper

bearing as per detailed drawings etc.
Complete.
Spec. - As directed by Engineer-In-Charge. Sq.M. 52.00 10.00

40 Providing and fixing Neoprene bearing as per

standard specifications etc complete.
Spec. - As per IRC-83,part -ii. Cu.cm. 1.00 -

41 Providing and fixing cast steel roller rocker

bearing including mild steel plate,grease box
as per detailed drawings etc.complete
BR-31 Spec. No. BR-31 Page No.131 No. 30300.00 495.00

42 Providing and fixing mild steel fixed and

sliding plate bearing as per detailed drawing
with 12 mm thick lead sheet between fixed
bearing etc.complete
BR-32,34 Spec. No. BR-32,34 Page No.133 No. 32710.00 545.00

43 Supplying, fitting and fixing in position true to

Deleted
line and level POT-PTFE Polytetra Flura
Ethylear bearing suitable for biaxial
movement as per drawing and BS: 5400
Sections 9.1 & 9.2
Spec.-MoRT&H 2000 & 2200
a) fixed type R.M. - -
b) free type R.M. - -

146
 BR
Rate for the year
Item No.& 2008-2009
Description of items Unit
Item code Completed Labour
Rate Rate
44 Providing and laying weep holes of 100 mm
diameter AC/PVC pipes as per drawing for
abutment returns, return walls etc. Complete.
Spec. - As directed by Engineer-In-Charge. R.M. 81.00 20.00
45 Providing trap/ granite/ quartzite / gneiss
rubble filling behind the abtuments, returns or
wings
BR-57 Spec. No. BR-57 Page No.151 Cu.M. 314.00 32.00

BR-SUPER-STRUCTURES
46 Providing and laying in situ---I / II
reinforcement cement concrete-- a to h -of
trap/granite/quartzite/gneiss metal for R.C.C.
work in solid slab,/ T-beam & slab / Box
girder and balanced cantilever, including
centering,formwork, scaffolding, ramming,
vibrating finishing in cement plaster and
curing etc. complete (excluding
reinforcement) Height upto 5.00.mt.from the
lowest bed level.
Note: a) Solid slab i) 5% for height above
5.00 mtr. to 10.00 mtr. ii) 10 % for height
above 10.00 mtr., b) T-beam & slab i) 5%
upto 5.00mtr. height ii) 10% for height
5.00mtr. to 10.00mtr. iii) 15% for height above
10.00mtr.and c) Box girder and balanced
cantilever i) 20% upto 5.00mtr. height ii) add
25 % for height 5.00mtr. to 10.00mtr. iii) 30%
for height above 10.00mtr. d) Add 30% on
basic rate for spat 30 mtr. to 50 mtr. for creek
bridge. e) Add 75% on basic rate for span 50
mtr. & above for creek bridge.

BR-38 Spec. No. BR-38 Page No.135,MoRT&H-

1500,1600&1700
I) Using Concrete Mixer
a)RCCM-20 Cu.M. 4414.00 817.00
b)RCCM-25 Cu.M. 4547.00 817.00
c)RCCM-30 Cu.M. 4759.00 817.00
d)RCCM-35 Cu.M. 4830.00 817.00
e)PSCM-40 Cu.M. 5778.00 817.00

147
 BR
Rate for the year
Item No.& 2008-2009
Description of items Unit
Item code Completed Labour
Rate Rate
II) Using Batching plant,transit mixer and
concrete pump.(RMC)
a)RCCM-25 Cu.M. 4652.00 33.00
b)RCCM-30 Cu.M. 4864.00 33.00
c)RCCM-35 Cu.M. 4935.00 33.00
d)PSCM-40 Cu.M. 5883.00 36.00
e)PSCM-45 Cu.M. 6301.00 36.00
f)PSCM-50 Cu.M. 6370.00 36.00
g)PSCM-55 Cu.M. 7357.00 36.00
47 Providing and laying in situ ---------cement
concrete of trap / granite / quartzite / gneiss
metal for R.C.C. work including formwork,
centering ramming, vibrating, finishing and
curing complete for main/cross girder
diaphragms arch etc.complete.(excluding
reinforcement) Height upto 5.00.
Note:i) 5% for height above 5.0 m & upto 10.0
m
ii) add 10% for height above 10.00 m

BR-38 Spec. No. BR-38 Page No.135,MoRT&H-

1500,1600&1700
I) Using Concrete Mixer
a)RCCM-20 Cu.M. 4379.00 817.00
b)RCCM-25 Cu.M. 4547.00 817.00
c)RCCM-30 Cu.M. 4760.00 817.00
d)RCCM-35 Cu.M. 4830.00 817.00
e)PSCM-40 Cu.M. 5782.00 817.00
f)PSCM-45 Cu.M. - -
g)PSCM-50 Cu.M. - -

II) Using Batching plant,transit mixer and

concrete pump.(RMC)
a)RCCM-25 Cu.M. 4652.00 34.00
b)RCCM-30 Cu.M. 4865.00 34.00
c)RCCM-35 Cu.M. 4935.00 34.00
d)PSCM-40 Cu.M. 5887.00 41.00
e)PSCM-45 Cu.M. 6098.00 41.00
f)PSCM-50 Cu.M. 6248.00 41.00
g)PSCM-55 Cu.M. 7282.00 41.00

148
 BR
Rate for the year
Item No.& 2008-2009
Description of items Unit
Item code Completed Labour
Rate Rate
48 Providing and casting special grade -------- in
controlled cement concrete of specified
strength for prestressed concrete work for
main girder including slab, cross girder, box
girder etc. including centering & scaffolding
or launching including necessary plant and
machinery for the job shuttering, vibrating,
curing, finishing etc. complete.Height upto 5
meter.(excluding reinforcement)
Note:i) add 20% upto 5.00 m. height ii) add
25% for height 5.00m. to 10 m. iii) add 30%
for height above 10.00 m. iv) add 30% on
basic rate for span 30 m. to 50 m. for creek
bridge. v) add 75% on basic rate for span 50
m. & above for creek bridge.

BR-38 Spec. No. BR-38 Page No.135,MoRT&H-

1500,1600&1700
I) Using Concrete Mixer
a)RCCM-20 Cu.M. 4248.00 817.00
b)RCCM-25 Cu.M. 4547.00 817.00
c)RCCM-30 Cu.M. 4760.00 817.00
d)RCCM-35 Cu.M. 4830.00 817.00
e)PSCM-40 Cu.M. 6393.00 817.00

II) Using Batching plant,transit mixer and

concrete pump.(RMC)
a)RCCM-25 Cu.M. 4652.00 35.00
b)RCCM-30 Cu.M. 4865.00 35.00
c)RCCM-35 Cu.M. 4935.00 35.00
d)PSCM-40 Cu.M. 6498.00 41.00
e)PSCM-45 Cu.M. 6692.00 41.00
f)PSCM-50 Cu.M. 6886.00 41.00
g)PSCM-55 Cu.M. 8113.00 41.00
49 Providing and fixing in position to exact
profile and prestressing high tensile steel of
specified ultimate strength including cost of
sheathing duct (ID66mm.),Tube anchorage
set with bearing plate,permnet wedges,
preparing cable with sheathing and spacers,
cement for grouting etc. complete.
Spec.No.:MoRT&H clause1800 M.T. 132150.00 3818.00

149
 BR
Rate for the year
Item No.& 2008-2009
Description of items Unit
Item code Completed Labour
Rate Rate
50 Providing and laying of an elastomeric slab
seal expansion joint,catering to right or skew
(less than 20 deg.) moderately curved with
maxmimum horizantal movement upto
50mm., etc. complete as per approved
drawings and specifications to be installed by
manufacturer/ supplier or their authorised
representative ensuring compliance to the
manufacturer's instructions for installation. (
for road work & bridge work).
MoRT&H 260 Spec.No. MoRT&H clause 2606 R.M. 17220.00 577.00

51 Providing expansion joint as per detailed

drawing 25 mm thick premoulded bituminous
filler and with alluminium plate
BR-43 Spec. No. BR-43 Page No.138 Sq.M. 562.00 21.00
52 Providing & fixing in position expansion joint
with ----- bituminous pad as per detailed
drawing etc. complete
BR-43 Spec. No. BR-43 Page No.138
a) 18 mm. Thick Sq.M. 965.00 166.00
b) 25 mm. Thick Sq.M. 1198.00 166.00
c) 37 mm. Thick Sq.M. 1265.00 166.00
53 Providing and Fixing single strip modular type
expasion joint material inclusive of edge
beams and elastometic strip seal along with

Deleted
indigenous fabricated anchorage system for
fixing the deck for movement of +/- 35mm
(total 70mm) as per MORT&H specification
under supervision of specilised manufacturer.
Spec.:MoRT&H 2600 Edition 2001 R.M. - -
54 Providing and laying in situ-----of
trap/granite/quartzite/ gniess metal including
compacting,finishing,curing and filling in
joints with bitumen etc. complete for wearing
course 8 cm thick (excluding reinforcement)
BR-47 Spec. No. BR-47 Page No.140,MoRT&H-2702.

a)M-20 Sq.M. 274.00 33.00

b)M-25 Sq.M. 285.00 33.00
c)M-30 Sq.M. 293.00 33.00
d)M-35 Sq.M. 300.00 33.00
e)M-40 Sq.M. 315.00 33.00

150
 BR
Rate for the year
Item No.& 2008-2009
Description of items Unit
Item code Completed Labour
Rate Rate
55 Providing bitumen mastic wearing coat
excluding tack coat etc. complete as per
drawing and technical specification (with lead
of material 5 km)
Spec. No: MoRT&H 515&2702
a) 25mm Sq.M. 440.00 61.00
b) 20mm Sq.M. 341.00 49.00
c) 12mm Sq.M. 204.00 30.00
56 Providing vent holes in the slab and wearing
course with iron grill at the top and
galvanised iron pipe at bottom as per
drawing.
BR-48 Spec. No. BR-48 Page No.142 No. 290.00 32.00
57 Providing galvanised iron 100 mm diameter
water spout as per drawing (length of water
spouts 600 mm)
BR-55 Spec. No. BR-55 Page No.150 No. 385.00 80.00
58 Providing and laying in situ cement concrete
of trap metal for haunch filling including
compacting curing etc. complete.
BR-45 Spec. No. BR-45 Page No.139
a)M-10 Cu.M. 2323.00 240.00
b)M-15 Cu.M. 2497.00 240.00
59 Providing trap rubble filling over haunches
and arches including hand packing etc.
BR-46 Spec.l No.
t BR-46 Page No.140 Cu.M. 414.00 160.00
60 Providing and laying in position 90 cm thick
flexible stone mat as per standard drawing
consisting of 45cm.thick trap rubble
soling,22.50cm. thick over size metal layor of
100mm to 150mm metal, 11.30cm thick layor
of 80mm to 100mm over size metal,and
11.20cm. thick layor of 40mm size metal with
blindage of hard murum for rubble soling &
over size, soft murum for size metal
layor,consolidation 15 cm to 23 cm soling,
consolidation of 80 mm to 100mm, 100mm to
150mm over size metal in two layers and
consolidation of 40mm size metal layers in
single layer with watering etc. complete.
(including lead of 50 mt)
Spec. No. As directed by Engineer-in Charge Sq.M. 473.00 72.00

151
 BR
Rate for the year
Item No.& 2008-2009
Description of items Unit
Item code Completed Labour
Rate Rate
61 Providing and laying in situ cement concrete
of trap / granite / quartzite/ gniess metal
including compacting, finishing, curing and
filling in joints with bitumen complete for
approach slab (excluding reinforcement)
BR-47 Spec.No.BR47Page No.140,MoRT&H-
1500,1600,1700& 2704
a)M-20 Cu.M. 3209.00 264.00
b)M-25 Cu.M. 3507.00 264.00
c)M-30 Cu.M. 3634.00 264.00
d)M-35 Cu.M. 3699.00 264.00
e)M-40 Cu.M. 3765.00 264.00
62 Providing R.C.C.parapet with (15x 60cm)-------
-cement concrete of trap/ granite / quartzite /
gneiss metal,cast in situ precast panels as
per the detailed drawing including
reinforcement, scaffolding , centering,
formwok, compating, finishing and curing etc.
complete.

BR-51(a) Spec. No. BR-51 (a) Page No.144

a)M-20 R.M. 1152.00 405.00
b)M-25 R.M. 1235.00 405.00

63 Providing R.C.C.parapet with perforated (15x

60 cm)------- cement concrete of
trap/granite/quartzite/gneiss metal,cast in situ

Deleted
precast panels as per the detailed drawing
including
scaffolding,centering,
reinforcement,
formwok,compating,
finishing and curing etc.complete.
BR-51(a) Spec. No. BR-51 (a) Page No.144

a)M-15 R.M. - -
b)M-20 R.M. - -
c)M-25 R.M. - -
d)M-30 R.M. - -
e)M-35 R.M. - -
f)M-40 R.M. - -

152
 BR
Rate for the year
Item No.& 2008-2009
Description of items Unit
Item code Completed Labour
Rate Rate
64 Providing R.C.C. parapet , concrete with

Deleted
R.C.C railing of SANCHI type as per detailed
drawing and design.
BR-51(a) Spec. No. BR-51 (a) Page No.144
a)M-20 R.M. - -
b)M-25 R.M. - -
c)M-30 R.M. - -
d)M-35 R.M. - -
e)M-40 R.M. - -

65 Providing collapsible railing with mild steel

channel posts removable galvanised iron
pipes as per the detailed drawings including
scaffolding and painting etc.complete.

BR-51(d) Spec. No. BR-(d) Page No.146 R.M. 2088.00 579.00

66 Providing railing of mild steel angle post 2
metre centre to centre of section 75 mm x 75
mm x 10 mm or equivalent channel section of
height 1.05 m above------------- surface with
minimum anchor lenght of 30 cm including
hold fast of 25 mm diameter mild steel bars
welded at the bottom and concreting of 1:3:6
of size 30 x 30 x 30 cm with three rows of 40
mm 'B' class G.I pipe provided at 30 cm
centre to centre and including scffolding and
with two coat of anticorrosive
paint.etc.complete.
BR-51(b) Spec. No. BR-51 (b) Page No.144
a) on Bridge R.M. 1438.00 152.00
b) on road (High embankment with bed block) R.M. 1477.00 152.00

67 Providing and fixing 25 mm thick marble

tablet of size and description as per detailed
drawings inclduing engraving the
description,filling the lead, moulded marble
1:2 cement mortar border etc.complete.
BR-56 Spec.No.BR-56 Page No.150 Sq.M. 5972.00 1432.20

68 Sand blasting to the concrete surface

including all materials, machinary and labour
etc. complete.
Spec. No. As directed by Engineer-in Charge Sq.M. 53.00 -

153
 BR
Rate for the year
Item No.& 2008-2009
Description of items Unit
Item code Completed Labour
Rate Rate
69 Guniting surface with cement mortar, 1:3 of
30 to 50 milimetre thick (average 40
milimetre) under pressure of 2.1 to 2.80 kg.
per squre centimetre including necessary IRC
fabric (welded mesh) of 75 x 75 milimetre and
10 gauge reinforcement, forms with floating,
cutting etc complete (excluding
reinforcement)
Spec. No. As directed by Engineer-in Charge Sq.M. 487.00 65.00

70 Providing epoxy mortor for repairs to the

cracked pier, girder etc including chipping the
loose cracked concrete cleaning rust by
means of brush, sand blasting and rebuilding

Deleted
the section giving minimum 3 day
compressive strenght of 525 Kg/cm2 and
maximum epoxy consumption of 258 Kg/m3
of mortar with all materails labour equipment
etc complete
Spec. No. As directed by Engineer-in Charge Cu.M. - -

71 Providing and laying epoxy concrete using

epoxy fine sand, course sand and trap metal
in suitable proportion by weight including
weighing, mixing placing inclusive of celaning
the surface by wire, brush, sand balsting for

Deleted
applying the tackcoat of epoxy as directed
and giving minimum 3 days compressive
strength of 525 Kg/cm2 and maximum epoxy
consumption of 214 Kg/m3 of concrete
including necessary formwork with all
materials, labour, centering equipment etc
complete as directed.
Spec. No. As directed by Engineer-in Charge Cu.M. - -
72 Providing epoxy coating in two coats with
primer for the stone or concrete surfaces

Deleted
including cleaning by sand blasting, brushing,
cost of the materials, machinery equipment,
scaffolding labour etc complete as directed.
Spec. No. As directed by Engineer-in Charge Sq.M. - -

154
 BR
Rate for the year
Item No.& 2008-2009
Description of items Unit
Item code Completed Labour
Rate Rate
73 Providing and injecting epoxy grout including
strutting of cracked in surfacs including

Deleted
cleaning by sand blasting, brushing cost of
the materials, machinery equipment,
scaffolding labour etc complete as directed.
Spec. No. As directed by Engineer-in Charge Kg. - -
74 Providing and applying approved quality

Deleted
epoxy paint for surface of well, pier abutment
between L.T.L to 0.90 metre above H.F.L
Spec. No. As directed by Engineer-in Charge Sq.M. - -
75 Providing and applying epoxy paint to

Deleted
superstructure including
complete.
scaffolding etc

Spec. No. As directed by Engineer-in Charge Sq.M. - -

76 Providing and applying Polymer Polysafe

E.C. (P.No.567)synthetic elastomeric coating
cum paint, ready to use for bridge structure in
saline as to avoid salt penitration from
marine environmet & U.V effects of sunrays,
fungus developments and to protect the
reinforcement from marine atmoshpere
effects in three coats including scaffolding,
sand blasting, cleaing the surface of
concrete, brushing steel reinforcement and
applying polymer coating with Primer, First
coat and Second coat at an interval of 24
hours of approved shade and colour.( But not
to applied on oil, Grease, Tar & Moisture of
surface Note:-Prior approval of S.E. is
required )
Spec. No. As directed by Engineer-in Charge Sq.M. 435.00 47.00

77 Providing and filling shingle & sand below - -

Deleted
raft and in box return including compaction
etc. complete.
Spec. No. As directed by Engineer-in Charge Cu.M.
78 Providing rubble mound of selected trap - -
rubble each rubble stone not less than 60

Deleted
Kgt. for abutments, foundation including
machinery and compaction laying in layer as
per detailing drawing and specification
Spec. - As directed by Engineer-In-Charge. Cu.M.

155
 BR
Rate for the year
Item No.& 2008-2009
Description of items Unit
Item code Completed Labour
Rate Rate
79 Providing Sump pit in hard strata in wells as - -

Deleted
diercted or as shown in drawing including
shoring and strutting as necessary and
disposing of excavted stuff
Spec. No. As directed by Engineer-in Charge Cu.M.

80 Providing and applying anticorrisive treatment

for MS & TOR steel reinforcement as per
cement polymer composite coating (CPCC)
method developed by CECRI including
cleaning the bar by means of any established
mechanical or manual method for removing
the rust and deletious matter, applying rapid
setting primer and cement polymer sealing
coat of approved and licensed by CECRI
including redoing the process if damaged
occur during handling, stacking etc. complete
as directed by the Engineer in charge. (with
prior approval of S.E. is essential.)

Spec. No. As directed by Engineer-in Charge M.T. 6135.00 1662.00

81 Providing fusion bonded epoxy to reinforcing

bars as per IS: 3620-1993 specification for a
thickness of 175+/-50 microns including
testing of coating at plant, extra cost for
careful handling using PVC coating, binding
wires instead of G.I.wires, touching up the
material supplied, repair work etc. complete
as per detailed specifications. (Lead 200 km
to and fro from plant) etc. complete.

Spec.:MoRT&H 1600 Edition 2001 M.T. 11130.00 -

82 Providing and applying approved quality coal

tar epoxy paint in three coats for surface of
well, pier abutment between L.T.L. to 0.90
metre above H.F.L. including cleaning
surface, scaffolding etc. complete
Spec. No. As didrected by Engineer-in charge R.M. 225.00 55.00

156