DATA

Name of work : Reconstruction of Box culvert at km 6/6 (i)

BASIC DATA

1 M15 (CC 1:2:4) using 20mm (Nominal mix)

0.720 M.T Cost of cement 5575.53 /MT 4014.38

1.00 Cum cost of Sand 298.80 /m3 298.80
4313.18
Rate for 1 Cum Rs 4313.18 /m3

2 M15 (CC 1:2:4) using 40mm (Nominal mix)

0.653 M.T Cost of cement 5575.53 /MT 3640.82

1.00 Cum cost of Sand 298.80 /m3 298.80
3939.62
Rate for 1 Cum Rs 3939.62 /m3

3 M25 using 20,12 mm (Design mix)

0.840 M.T Cost of cement 5575.53 /MT 4683.45

1.00 Cum cost of Sand 298.80 /m3 298.80
4982.25
Rate for 1 Cum Rs 4982.25 /m3

MAIN DATA

Dismantling the existing PCC Body Wall including all labour and other incidental charges etc.,
1
complete

PCC Rs. 229.11 /m3

Earthwork excavation in hard clayed soil and depossiting on bank with initial lead of 10m & lift as
2 per SS20B including all required charges, for earth work excavating to required depth, balling out of
water etc,. Complete

1.00 cum asper Sl.No 57.86 /m3 57.86

1.00 cum add 100% for narrow foundation 57.86 /m3 57.86
115.72
Rate for 1 Cum Rs 115.72 /m3

Filling foundation with good river sand form approved quarry including cost and conveyance of all
3 materials to work site including all labour charges etc,. Complete.

1.00 cum Cost of sand 298.80 /m3 298.80 /m3

1.00 cum cost of filling charges 17.80 /m3 17.80
316.60

Rate for 1 Cum Rs 316.60 /m3

 Vibrated cement concrete 1:2:4 mix using 40mm ISS.HBG metal from approved quarry including
4 cost and conveyance of all materials to site including all labour charges for mixing,laying vibrating
,curing ,etc,. Complete.for foundation

9.00 cum cost of 40mm ISS 1140.52 /M3 10264.68

4.50 cum cost of C.M 1:2:4 3939.62 /M3 17728.29
1.80 Nos Mason II class 462.12 /Each 831.82
17.70 Nos Mazdoor I class 322.92 /Each 5715.68
14.10 Nos Mazdoor II class 291.67 /Each 4112.55
10.00 cum Vibration Charges 36.17 /M3 361.70
39014.72
Rate for 1 Cum Rs 3901.47 /m3

Vibrated reinforced cement concrete 1:1.5:3 mixing (M25) using 20mm, 12mm ISS.HBG metal
5 from approved quarry including cost and conveyance of all materials to site including all labour
charges for mixing,laying vibrating ,curing ,etc,. Complete.BOX CULVERT

2.70 cum cost of 12mm 1399.57 /M3 3778.84

6.30 cum cost of 20mm ISS 1489.10 /M3 9381.33
4.50 cum cost of C.M 1:1.5:3 4982.25 /M3 22420.10
3.50 Nos Mason II class 462.12 /Each 1617.42
21.20 Nos Mazdoor I class 322.92 /Each 6845.90
35.30 Nos Mazdoor II class 291.67 /Each 10295.95
10.00 Nos Vibration charges 48.67 /M3 486.70
54826.25 /m3
Rate for 1 Cum Rs 5482.62 /m3

M20 (1:1.5) using 12mm,20mm (design mix)

For Box
1.00 cum cost Vib. C.C 1: 1.5 :3 5482.62 /m3 5482.62
L.S Form work and centering charges L.S 360.00
L.S Curing Concrete L.S 6.00
L.S Hire charges for T&P L.S 25.00
5873.62
Rate for 1 Cum 1.00 Rs 5873.62 /m3

6 M15 (1:2) using 40mm (Nominal mix)

Parapet
1.00 cost Vib. C.C 1:2:4 3901.47 3901.47

L.S Form work and centering charges L.S 240.00

L.S Curing Concrete L.S 6.00

L.S Hire charges for T&P L.S 25.00

4172.47

Rate for 1 Cum 1.00 Rs 4172.47 /m3

 Supply and fabrication of Fe-415 / Fe 500 / Fe 550 / Fe 600 Steel required for all RCC items of works involved in the
schedule including cost of steel and cost of fabrication, labour charges for cleaning the rods straightening, cutting,
bending, tying grills, including over lapping to the required length wherever necessary and providing to the reinforcement
7
placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars,
cover blocks and all other incidental charges etc. complete as directed by the Engineer as per MORTH No. 111, 112, 900,
1000

1.05 MT cost of Steel 38657.88 /MT 40590.77

10.00 kg Binding wire 39.11 /kg 391.10
35.00 Nos Fitter I class 448.86 /Each 15710.10
56691.97
Rate for 1 MT Rs 56691.97 /MT

Vibrated Cement concrete M30 (Design mix) WEARING COAT 75mm thickness using ISS size
HBG graded metal including cost and conveyance of all materials to site, cost of cement,
8 premoulded expansion joints and fixing the same in position including formwork and centering
labour charges for laying, compacting finishing curing including all other incidental charges
etc.complete Over Deck Slab & Approach slab as per MORTH No.111,112, 2702, 900

0.45 Cum cost of 25 mm ISS 1015.76 /m3 457.09

0.17 Cum cost of 12 mm ISS 1399.57 /m3 237.93
0.07 Cum cost of 6 mm ISS 823.38 /m3 57.64
0.34 Cum cost of Sand 298.80 /m3 101.59
0.290 M.T cost of cement 5575.53 /MT 1616.90
1.88 Nos Mazdoor 1st class 322.92 Each 607.0896
1.16 Nos Mazdoor 1I nd class 291.67 Each 338.3372
0.43 Nos Carpenter I class 504.73 Each 217.03
0.36 Nos Mason I st class 516.10 Each 185.80
L.S cost of curing L.S 6.00
L.S Hire charges for T&P 25 25.00
L.S Vibration charges L.S 36.17
3886.57
Rate for 1 sqm Rs 388.66 /m2

Filling behind Abutmants and wings with clean gritty gravel including cost and conveyance of gravel
toworksite,laying,handling charges and filling in layers,tamping under optimum moisture content to
9 get the maximum density including watering,with all leads for water and all other incidental charges
etc,complete for filling behind the abutment and wings as per MORTH No.

1 cum cost of Gravel 247.57 /m3 247.57

1 cum Labour charges 20.27 /m3 20.27
267.84 /m3
Rate per cum. 267.84 /m3
 Providing FILTER MEDIA behind abutments and return walls for 600mm thickness using filter
material conforming to clause 309.3.2.B of MORTH well packed with smaller size towards the soil
10 and bigger size towards the wall including cost and conveyance of all materials to worksite and
including labour charges and all other incidental charges etc.,complete as per MORTH No. 309

1 cum Filter media metal 849.76 /m3 849.76

1 cum Labour charges 20.27 /m3 20.27
Conveyance 32 km 251.00
1121.03 /m3
Rate per cum. 1121.03 /m3

Assistant Divisional Engineer Assistant Engineer

Highways(C&M) Highways(C&M)
Vridhachalam (A/C) Vridhachalam (A/C)
 Road metal Rate

Name of work: Reconstruction of Box culvert at km 6/6 (i) & (ii)

DISTAN COST of conveyanc

KM Source KIND OF METAL Route Stacking Total
CE metal e
1 2 3 5 6 7 8 9
Quarry at 3/2 of
Sathanur - 40 mm ISS metal 32 MR 889.52 251.00 1140.52
Pudukazhani road

" 25 mm ISS metal 32 MR 764.76 251.00 - 1015.76

" 20 mm ISS metal 32 MR 1238.10 251.00 - 1489.10

" 12 mm ISS metal 32 MR 1148.57 251.00 - 1399.57

" 10 mm ISS metal 32 MR 845.71 251.00 - 1096.71

" 6. mm ISS metal 32 MR 572.38 251.00 - 823.38

M sand 32 MR 434.29 251.00 685.29

Cement MR 5575.53

Sand (M) 15 MR 168.00 130.80 298.80

Vellar (Kallipadi)
Quarry
Sand (F) 15 MR 168.00 130.80 298.80

0/8 of Vridhachalam-
US Gravel 8 MR 174.29 73.28 247.57
Kattugudalore

Steel 38657.88

Binding wire 39.11

Assistant Divisional Engineer Assistant Engineer

Highways (C&M) Highways (C&M)
Vridhachalam (A/C) Vridhachalam (A/C)
 AVERAGE RATE

Name of Road : Reconstruction of culvert at Km 3/10, 4/8 & 7/10 of Boothavarayanpettai -

Krishnapuram road

Sl.
Quantity Description Rate per Amount
No.

Earthwork excavation in all classes of soil except

hard rock requiring blasting and deposing on bank
with all leads and lifts as per SS20B, including
cost of all labour, equipments and all incidental
charges such as baling our water, providing and
maintaining necessary cofferdams, sheeting,
1 shoring bracing and their subsequent removal,
removal of all logs, stumps, grubs and other
deleterious matter and obstructions, trimming
bottom of excavation back filling , and clearing the
site and disposal of all surplus materials etc.,
complete as per relevant standard specification
FOUNDATION .

306.29 Box Culvert at Km 3/10 115.72 cum 35444.00

306.29 Box Culvert at Km 4/8 115.72 cum 35444.00

373.78 Box Culvert at Km 7/10 115.72 cum 43254.00

986.36 114142.00

Average rate
80766
115.72
697.94

Sand filling with good dry river sand from

approved quarry including cost and conveyance to
site including all labour charges for filling watering
2
and consolidation etc. complete for foundation as
per the drawing and standard specification as per
MORTH No. 111,112,900

21.32 Box Culvert at Km 3/10 316.60 cum 6750.00

21.32 Box Culvert at Km 4/8 396.30 cum 8449.00

16.70 Box Culvert at Km 7/10 389.55 cum 6505.00

 59.34 21704.00

13915
Average rate 365.76
35.24

Vibrated cement concrete of grade M15 Nominal

Mix 1:2:4 using 40mm ISS HBG metal including
cost and conveyance of all materials to site and
cement at site including cost of formwork, soft
water,labour charges for mixing, transporting,
laying and curing concrete, working at
3
depths,Tools and Plants and incidental charges
such as maintaining of protective bunds,
cofferdams, shoring, strutting etc; complete as per
relevant standard specification for
SUBSTRUCTURE OF ABUTMENT & WINGS.
(Below Sill level)

56.18 Box Culvert at Km 3/10 4343.40 cum 244012.00

56.18 Box Culvert at Km 4/8 4334.67 cum 243522.00

66.39 Box Culvert at Km 7/10 4325.93 cum 287198.00

178.75 774732.00

648552
Average rate 4334.17
149.67

Vibrated Cement Concrete of grade M20 (nominal

mix) using40mm HBG metal including cost and
conveyance of all materials to site including cost
of formwork, centering, soft water,labour charges
4 for mixing, transporting, laying and curing
concreteworking at depths, Tools and Plants
shoring, struttingetc., complete as per relevent
standard specification for for Box Culvert .as per
MORTH No. 111,112,900,1000, 1500,1700,2200

46.17 Box Culvert at Km 3/10 4261.29 cum 196744.00

46.17 Box Culvert at Km 4/8 4482.48 cum 206956.00

64.43 Box Culvert at Km 7/10 4473.74 cum 288243.00

156.77 691943.00
Average rate
 Average rate

683444
4413.75
152.51

Vibrated Reinforced cement concrete M25 (design

mix) using ISS gradedhard granite crushed stone
including cost and conveyance of allmaterials to
site excluding cost and fabrication of steel but
including formwork and centering, softwater,
labour charges for mixing, transporting and
5
placing in position, vibrating and compacting,
finishing and curing,working at heights, hire,
charges for tools and plants including all other
incidental charges etc., complete as per
specification for Box Culvert - as per MORTH
No.1000,1500, 1600, 1700 1900, 2200, 900

130.46 Box Culvert at Km 3/10 5482.62 cum 715263.00

130.46 Box Culvert at Km 4/8 5703.82 cum 744120.00

93.75 Box Culvert at Km 7/10 5695.09 cum 533915.00

354.67 1993298.00

996278
Average rate 5620.15
174.75

Supply and fabrication of Fe 500 Steel required

for all RCC items of works involved in the
schedule including cost of steel and cost of
fabrication, labour charges for cleaning the rods
straightening, cutting, bending, tying grills,
including over lapping to the required length
6 wherever necessary and providing to the
reinforcement placing the reinforcement in
position as specified in the drawings including cost
of binding wire, provision of spacer bars, cover
blocks and all other incidental charges etc.
complete as directed by the Engineer as per
MORTH No. 111, 112, 900, 1000

8.46 Box Culvert at Km 3/10 56691.97 Mt 479614.00

8.46 Box Culvert at Km 4/8 56691.97 Mt 479614.00

 7.96 Box Culvert at Km 7/10 56691.97 Mt 451268.00

24.88 1410496.00

746066
Average rate 56691.96
13.16

Vibrated Cement Concrete of grade M15

(nominal mix) using 40 mm ISS HBG metal
including cost and conveyance of all materials
to site including cos t of form work, centering,
soft water, labour charges for mixing,
7 transpoting, laying and curing concrete, working
at depths, Tools and Plants shoring , strutting
etc., complete as per relevant standard
specifications for BASE COURSE BELOW
APPROACH SLAB. as per MORTH No.
1000,1500,1700,2704

7.68 Box Culvert at Km 7/10 4131.40 cum 31729.00

Vibrated Reinforced cement concrete M25 (design

mix) using ISS gradedhard granite crushed stone
including cost and conveyance of allmaterials to
site excluding cost and fabrication of steel but
including formwork and centering, softwater,
labour charges for mixing, transporting and
8
placing in position, vibrating and compacting,
finishing and curing,working at heights, hire
charges for tools and plants including all other
incidental charges etc., complete as per
specification for Approach Slab as per MORTH
No.1000,1500,1700,2704

16.80 Box Culvert at Km 7/10 5712.55 cum 95971.00

Providing and fixing 6mm Bitumen felt Expanstion

joints including cost and conveyance expansion
9
joints shalimar pad and joint sealants and fixing
them in position etc., complete

18.00 Box Culvert at Km 7/10 200.00 Sqm 3600.00

 Providing FILTER MEDIA behind abutments and
wings for thick using filter materials confirming to
clause of 2.1 of IRC 78-2000 appendix and well
10 packed smaller towards the soil and bigger size
towards the wall including cost and conveyance of
all materials and all other incidental etc,. complete
as per standard specification.

#NAME? Box Culvert at Km 3/10 1121.03 cum #NAME?

#NAME? Box Culvert at Km 4/8 1326.95 cum #NAME?

39.44 Box Culvert at Km 7/10 1320.62 cum 52085.00

#NAME? #NAME?

134259
Average rate #NAME?
101.22

Providing and fixing fixing P.V.C pipes of

abutment of 100 mm dia of required length for
abutments and wings including cost and
11
conveyance of all materials to work site and labour
charges for fixing etc,. complete to drain the back
fill as per standeard specification.

#NAME? Box Culvert at Km 3/10 156.78 Rm #NAME?

#NAME? Box Culvert at Km 4/8 156.78 Rm #NAME?

16.00 Box Culvert at Km 7/10 156.78 Rm 2508.00

#NAME? #NAME?

7524
#NAME?
48
 GRAVEL FILLING BEHIND THE ABUTMENTS
AND WING wall with clean gritty gravel including
cost and conveyance of gravel to site including
labour charges for filling in layers, Watering,
12
tamping under optimum moisture content to get
the maximum density and including watering with
all leads for water and all incidental charges etc.,
complete.

81.00 Box Culvert at Km 3/10 340.54 cum 27584.00

81.00 Box Culvert at Km 4/8 333.20 cum 26989.00

99.26 Box Culvert at Km 7/10 325.36 cum 32295.00

261.26 86868.00

64601
332.50
195.16

Cement concrete M30 (Design mix) WEARING

COAT 75mm thickness using ISS size HBG
graded metal including cost and conveyance of all
materials to site, cost of cement, premoulded
13 expansion joints and fixing the same in position
including formwork and centering labour charges
for laying, compacting finishing curing including
all other incidental charges etc.complete Over
Deck Slab as per MORTH No.111,112, 2702, 900

72.96 Box Culvert at Km 3/10 403.44 Sqm 29435.00

72.96 Box Culvert at Km 4/8 402.77 Sqm 29386.00

112.80 Box Culvert at Km 7/10 402.77 Sqm 45432.00

258.72 104253.00

67781
402.96
160.80
 Providing and Laying Granular Sub-Base Grade-
V consisting of well graded Material confirming to
the grading given in Table No.400-1, mixing in a
mechanical mix plant at OMC, carriage of mixed
14 Material to work site, spreading in uniform layers
with motor grader on prepared surface and
compacting with vibratory roller to achieve the
desired density, etc., complete as directed by the
Engineer. as per MORTH No. 111, 112, 401, 900.

#NAME? Box Culvert at Km 3/10 1551.40 Sqm #NAME?

#NAME? Box Culvert at Km 4/8 1542.79 Sqm #NAME?

#NAME? #NAME?

54550
#NAME?
35.26

Provding and Laying Wet Mix Macadam consisting

of clean crushed aggregates confirming to the
grading given in Table No.400-13, including
premixing the Material with water at OMC in
mechanical mix plant carriage of mixed Material
15
by tipper to site, laying in uniform layers with paver
on well prepared surface and compacting with
vibratory roller to achieve the desired density, etc.,
complete as directed by the Engineer. as per
MORTH No. 111, 112, 406, 900.

8.10 Box Culvert at Km 3/10 1680.92 Sqm 13615.00

8.10 Box Culvert at Km 4/8 1672.01 Sqm 13543.00

16.20 27158.00

49255
1676.42
29.38

Providing and applying Prime Coat over granular

Base with bitumen emulsion (SS-I type) on
prepared surface including preparing the road
16 surface and spraying the primer at the rate of 0.70
kg / sqm using bitumen sprayer as directed by the
Engineer - over WMM as per MORTH No. 111,
112, 502, 900
 #NAME? Box Culvert at Km 3/10 49.20 Sqm #NAME?

#NAME? Box Culvert at Km 4/8 49.20 Sqm #NAME?

#NAME? #NAME?

5782
#NAME?
117.50

Providing and applying Tack Coat over granular

surface treated with primer using Bitumen
17 Emulsion (RS-I type) with mechanical sprayer at
the rate of 0.25 kg per sqm as directed by the
Engineer as per MORTH No.111,112,503,900.

#NAME? Box Culvert at Km 3/10 9.65 Sqm #NAME?

#NAME? Box Culvert at Km 4/8 9.65 Sqm #NAME?

#NAME? #NAME? #NAME?

1134
#NAME?
117.50

Providing and laying and compacting Close

Graded Premix Surfacing of 20mm thickness
composed of graded aggregates premixed with
VG 30 Grade Bitumen in the Hot Mix Plant
18 transporting the mix to the work site, laying with
paver finisher and compaction with smooth wheeld
roller in accordance with the requirements on the
prepared surface as irected by the Engineer as
per MORTH No. 111,112,508,

#NAME? Box Culvert at Km 3/10 121.84 Sqm #NAME?

#NAME? Box Culvert at Km 4/8 121.69 Sqm #NAME?

#NAME? #NAME? #NAME?

14307
#NAME?
117.50

Diversion Road
 Excavation including removal and satisfactory
disposal of all materials necessary for the
construction of road way and side drains in
19 accordance with specifications and the lines ,
grades and cross sections shown in the drawings
or as indicated by the Engineer for Carted Eath
with a lead of 8km for formation of Diversion Road.

#NAME? Box Culvert at Km 3/10 57.86 cum #NAME?

#NAME? Box Culvert at Km 4/8 57.86 cum #NAME?

253.85 Box Culvert at Km 7/10 57.86 cum 14688.00

#NAME? #NAME? #NAME?

31638
#NAME?
546.80

Supply of NP3 class RCC pipe with flush joint to a

size of 1000mm inner diameter with wall thickness
115mm. to a length of 2.5m in RCC M35 with
reinforcement as per table 5 of IS :458:2003 to a
ultimate load capacity of 71.58 KN/Linearmeter
including cost of conveyance of all matrials and
20
steel including moulding charges, all labour
charge, hire charges for all T & P including
conveyance and supply of pipe to worksite and
other incidental charges etc., as per the
specification IS : 458:2003 as per MORTH No.
111, 112, 2900, 900

#NAME? Box Culvert at Km 3/10 2600.00 cum #NAME?

#NAME? Box Culvert at Km 4/8 2600.00 cum #NAME?

15.00 Box Culvert at Km 7/10 2600.00 cum 39000.00

#NAME? #NAME? #NAME?

Hoisting and fixing of 1000 mm dia NP3 pipes to

proper gradient including labour and all other
21
incidental charges as directed by the Engineer as
per MORTH No.2900

#NAME? Box Culvert at Km 3/10 66.55 cum #NAME?

 #NAME? Box Culvert at Km 4/8 66.55 cum #NAME?

15.00 Box Culvert at Km 7/10 66.55 cum 998.00

#NAME? #NAME?

Provding and Laying Wet Mix Macadam consisting

of clean crushed aggregates confirming to the
grading given in Table No.400-13, including
premixing the Material with water at OMC in
mechanical mix plant carriage of mixed Material
22
by tipper to site, laying in uniform layers with paver
on well prepared surface and compacting with
vibratory roller to achieve the desired density, etc.,
complete as directed by the Engineer. as per
MORTH No. 111, 112, 406, 900.

#NAME? Box Culvert at Km 3/10 1680.92 cum #NAME?

#NAME? Box Culvert at Km 4/8 1672.01 cum #NAME?

41.25 Box Culvert at Km 7/10 1663.09 cum 68602.00

#NAME? #NAME? #NAME?

179248
#NAME?
107.25

Assistant Divisional Engineer Assistant Engineer

Highways(C&M) Highways(C&M)
Kurinjipady Portonovo.
 AVERAGE RATE

Name of Road : Reconstruction of culvert at Km 3/10, 4/8 & 7/10 of Boothavarayanpettai -

Krishnapuram road

Sl.
Quantity Description Rate per Amount
No.

Earthwork excavation in all classes of soil except

hard rock requiring blasting and deposing on bank
with all leads and lifts as per SS20B, including
cost of all labour, equipments and all incidental
charges such as baling our water, providing and
maintaining necessary cofferdams, sheeting,
1 shoring bracing and their subsequent removal,
removal of all logs, stumps, grubs and other
deleterious matter and obstructions, trimming
bottom of excavation back filling , and clearing the
site and disposal of all surplus materials etc.,
complete as per relevant standard specification
FOUNDATION .

306.29 Box Culvert at Km 3/10 115.72 cum 35443.88

306.29 Box Culvert at Km 4/8 115.72 cum 35443.88

373.78 Box Culvert at Km 7/10 115.72 cum 43253.82

986.36 115.72 114141.58

114141.58

Sand filling with good dry river sand from

approved quarry including cost and conveyance to
site including all labour charges for filling watering
2
and consolidation etc. complete for foundation as
per the drawing and standard specification as per
MORTH No. 111,112,900

21.32 Box Culvert at Km 3/10 316.60 cum 6749.91

21.32 Box Culvert at Km 4/8 396.30 cum 8449.12

16.70 Box Culvert at Km 7/10 389.55 cum 6505.49

59.34 365.77 21704.51

 21704.51

Vibrated cement concrete of grade M15 Nominal

Mix 1:2:4 using 40mm ISS HBG metal including
cost and conveyance of all materials to site and
cement at site including cost of formwork, soft
water,labour charges for mixing, transporting,
laying and curing concrete, working at
3
depths,Tools and Plants and incidental charges
such as maintaining of protective bunds,
cofferdams, shoring, strutting etc; complete as per
relevant standard specification for
SUBSTRUCTURE OF ABUTMENT & WINGS.
(Below Sill level)

56.18 Box Culvert at Km 3/10 4284.39 cum 240696.76

56.18 Box Culvert at Km 4/8 4334.67 cum 243521.76

66.39 Box Culvert at Km 7/10 4325.93 cum 287198.49

178.75 4315.62 771417.01

771417.01

Vibrated Cement Concrete of grade M20 (nominal

mix) using40mm HBG metal including cost and
conveyance of all materials to site including cost
of formwork, centering, soft water,labour charges
4 for mixing, transporting, laying and curing
concreteworking at depths, Tools and Plants
shoring, struttingetc., complete as per relevent
standard specification for for Box Culvert .as per
MORTH No. 111,112,900,1000, 1500,1700,2200

46.17 Box Culvert at Km 3/10 4261.29 cum 196743.61

46.17 Box Culvert at Km 4/8 4482.48 cum 206956.09

64.43 Box Culvert at Km 7/10 4473.74 cum 288243.26

156.77 4413.75 691942.96

691942.96
 Vibrated Reinforced cement concrete M25 (design
mix) using ISS gradedhard granite crushed stone
including cost and conveyance of allmaterials to
site excluding cost and fabrication of steel but
including formwork and centering, softwater,
labour charges for mixing, transporting and
5
placing in position, vibrating and compacting,
finishing and curing,working at heights, hire,
charges for tools and plants including all other
incidental charges etc., complete as per
specification for Box Culvert - as per MORTH
No.1000,1500, 1600, 1700 1900, 2200, 900

130.46 Box Culvert at Km 3/10 5482.62 cum 715263.22

130.46 Box Culvert at Km 4/8 5703.82 cum 744120.06

93.75 Box Culvert at Km 7/10 5695.09 cum 533914.69

354.67 5620.15 1993297.97

1993297.97

Supply and fabrication of Fe 500 Steel required

for all RCC items of works involved in the
schedule including cost of steel and cost of
fabrication, labour charges for cleaning the rods
straightening, cutting, bending, tying grills,
including over lapping to the required length
6 wherever necessary and providing to the
reinforcement placing the reinforcement in
position as specified in the drawings including cost
of binding wire, provision of spacer bars, cover
blocks and all other incidental charges etc.
complete as directed by the Engineer as per
MORTH No. 111, 112, 900, 1000

8.46 Box Culvert at Km 3/10 56691.97 Mt 479614.07

8.46 Box Culvert at Km 4/8 56691.97 Mt 479614.10

7.96 Box Culvert at Km 7/10 56691.97 Mt 451268.11

24.88 56691.97 1410496.28

1410496.28
 Vibrated Cement Concrete of grade M15
(nominal mix) using 40 mm ISS HBG metal
including cost and conveyance of all materials
to site including cos t of form work, centering,
soft water, labour charges for mixing,
7 transpoting, laying and curing concrete, working
at depths, Tools and Plants shoring , strutting
etc., complete as per relevant standard
specifications for BASE COURSE BELOW
APPROACH SLAB. as per MORTH No.
1000,1500,1700,2704

7.68 Box Culvert at Km 7/10 4385.93 cum 33683.94 33683.94

Vibrated Reinforced cement concrete M25 (design

mix) using ISS gradedhard granite crushed stone
including cost and conveyance of allmaterials to
site excluding cost and fabrication of steel but
including formwork and centering, softwater,
labour charges for mixing, transporting and
8
placing in position, vibrating and compacting,
finishing and curing,working at heights, hire
charges for tools and plants including all other
incidental charges etc., complete as per
specification for Approach Slab as per MORTH
No.1000,1500,1700,2704

16.80 Box Culvert at Km 7/10 5695.09 cum 95677.51 95677.51

Providing and fixing 6mm Bitumen felt Expanstion

joints including cost and conveyance expansion
9
joints shalimar pad and joint sealants and fixing
them in position etc., complete

18.00 Box Culvert at Km 7/10 200.00 Sqm 3600.00 3600.00

Providing FILTER MEDIA behind abutments and

wings for thick using filter materials confirming to
clause of 2.1 of IRC 78-2000 appendix and well
10 packed smaller towards the soil and bigger size
towards the wall including cost and conveyance of
all materials and all other incidental etc,. complete
as per standard specification.

#NAME? Box Culvert at Km 3/10 1121.03 cum #NAME?

#NAME? Box Culvert at Km 4/8 1326.95 cum #NAME?

 39.44 Box Culvert at Km 7/10 1320.62 cum 52085.25

#NAME? #NAME? #NAME?

#NAME?

Providing and fixing fixing P.V.C pipes of

abutment of 100 mm dia of required length for
abutments and wings including cost and
11
conveyance of all materials to work site and labour
charges for fixing etc,. complete to drain the back
fill as per standeard specification.

#NAME? Box Culvert at Km 3/10 180.00 Rm #NAME?

#NAME? Box Culvert at Km 4/8 180.00 Rm #NAME?

16.00 Box Culvert at Km 7/10 156.78 Rm 2508.48

#NAME? #NAME? #NAME?

#NAME?

GRAVEL FILLING BEHIND THE ABUTMENTS

AND WING wall with clean gritty gravel including
cost and conveyance of gravel to site including
labour charges for filling in layers, Watering,
12
tamping under optimum moisture content to get
the maximum density and including watering with
all leads for water and all incidental charges etc.,
complete.

81.00 Box Culvert at Km 3/10 267.84 cum 21695.04

81.00 Box Culvert at Km 4/8 333.20 cum 26989.20

99.26 Box Culvert at Km 7/10 325.36 cum 32295.23

261.26 309.96 80979.47

80979.47
 Cement concrete M30 (Design mix) WEARING
COAT 75mm thickness using ISS size HBG
graded metal including cost and conveyance of all
materials to site, cost of cement, premoulded
13 expansion joints and fixing the same in position
including formwork and centering labour charges
for laying, compacting finishing curing including
all other incidental charges etc.complete Over
Deck Slab as per MORTH No.111,112, 2702, 900

72.96 Box Culvert at Km 3/10 385.85 Sqm 28151.87

72.96 Box Culvert at Km 4/8 402.77 Sqm 29386.10

112.80 Box Culvert at Km 7/10 402.11 Sqm 45357.67

258.72 397.71 102895.64

102895.64

Providing and Laying Granular Sub-Base Grade-

V consisting of well graded Material confirming to
the grading given in Table No.400-1, mixing in a
mechanical mix plant at OMC, carriage of mixed
14 Material to work site, spreading in uniform layers
with motor grader on prepared surface and
compacting with vibratory roller to achieve the
desired density, etc., complete as directed by the
Engineer. as per MORTH No. 111, 112, 401, 900.

#NAME? Box Culvert at Km 3/10 1551.40 Sqm #NAME?

#NAME? Box Culvert at Km 4/8 1542.79 Sqm #NAME?

#NAME? #NAME? #NAME?

#NAME?
 Provding and Laying Wet Mix Macadam consisting
of clean crushed aggregates confirming to the
grading given in Table No.400-13, including
premixing the Material with water at OMC in
mechanical mix plant carriage of mixed Material
15
by tipper to site, laying in uniform layers with paver
on well prepared surface and compacting with
vibratory roller to achieve the desired density, etc.,
complete as directed by the Engineer. as per
MORTH No. 111, 112, 406, 900.

8.10 Box Culvert at Km 3/10 1680.92 Sqm 13615.45

8.10 Box Culvert at Km 4/8 1672.01 Sqm 13543.28

16.20 1676.47 27158.73

27158.73

Providing and applying Prime Coat over granular

Base with bitumen emulsion (SS-I type) on
prepared surface including preparing the road
16 surface and spraying the primer at the rate of 0.70
kg / sqm using bitumen sprayer as directed by the
Engineer - over WMM as per MORTH No. 111,
112, 502, 900

#NAME? Box Culvert at Km 3/10 49.20 Sqm #NAME?

#NAME? Box Culvert at Km 4/8 49.20 Sqm #NAME?

#NAME? #NAME? #NAME?

#NAME?

Providing and applying Tack Coat over granular

surface treated with primer using Bitumen
17 Emulsion (RS-I type) with mechanical sprayer at
the rate of 0.25 kg per sqm as directed by the
Engineer as per MORTH No.111,112,503,900.

#NAME? Box Culvert at Km 3/10 9.65 Sqm #NAME?

#NAME? Box Culvert at Km 4/8 9.65 Sqm #NAME?

 #NAME? #NAME? #NAME?

#NAME?

Providing and laying and compacting Close

Graded Premix Surfacing of 20mm thickness
composed of graded aggregates premixed with
VG 30 Grade Bitumen in the Hot Mix Plant
18 transporting the mix to the work site, laying with
paver finisher and compaction with smooth wheeld
roller in accordance with the requirements on the
prepared surface as irected by the Engineer as
per MORTH No. 111,112,508,

#NAME? Box Culvert at Km 3/10 121.84 Sqm #NAME?

#NAME? Box Culvert at Km 4/8 121.69 Sqm #NAME?

#NAME? #NAME? #NAME?

#NAME?

Diversion Road

Excavation including removal and satisfactory

disposal of all materials necessary for the
construction of road way and side drains in
19 accordance with specifications and the lines ,
grades and cross sections shown in the drawings
or as indicated by the Engineer for Carted Eath
with a lead of 8km for formation of Diversion Road.

#NAME? Box Culvert at Km 3/10 57.86 cum #NAME?

#NAME? Box Culvert at Km 4/8 57.86 cum #NAME?

253.85 Box Culvert at Km 7/10 57.86 cum 14687.76

#NAME? #NAME? #NAME?

#NAME?
 Supply of NP3 class RCC pipe with flush joint to a
size of 1000mm inner diameter with wall thickness
115mm. to a length of 2.5m in RCC M35 with
reinforcement as per table 5 of IS :458:2003 to a
ultimate load capacity of 71.58 KN/Linearmeter
including cost of conveyance of all matrials and
20
steel including moulding charges, all labour
charge, hire charges for all T & P including
conveyance and supply of pipe to worksite and
other incidental charges etc., as per the
specification IS : 458:2003 as per MORTH No.
111, 112, 2900, 900

#NAME? Box Culvert at Km 3/10 2600.00 cum #NAME?

#NAME? Box Culvert at Km 4/8 2600.00 cum #NAME?

15.00 Box Culvert at Km 7/10 2600.00 cum 39000.00

#NAME? #NAME? #NAME?

#NAME?

Hoisting and fixing of 1000 mm dia NP3 pipes to

proper gradient including labour and all other
21
incidental charges as directed by the Engineer as
per MORTH No.2900

#NAME? Box Culvert at Km 3/10 66.55 cum #NAME?

#NAME? Box Culvert at Km 4/8 66.55 cum #NAME?

15.00 Box Culvert at Km 7/10 66.55 cum 998.25

#NAME? #NAME? #NAME?

#NAME?

Provding and Laying Wet Mix Macadam consisting

of clean crushed aggregates confirming to the
grading given in Table No.400-13, including
premixing the Material with water at OMC in
mechanical mix plant carriage of mixed Material
22
by tipper to site, laying in uniform layers with paver
on well prepared surface and compacting with
vibratory roller to achieve the desired density, etc.,
complete as directed by the Engineer. as per
MORTH No. 111, 112, 406, 900.
#NAME? Box Culvert at Km 3/10 1680.92 cum #NAME?

#NAME? Box Culvert at Km 4/8 1672.01 cum #NAME?

41.25 Box Culvert at Km 7/10 1663.09 cum 68602.46

#NAME? #NAME? #NAME?

#NAME?

#NAME?

Assistant Divisional Engineer Assistant Engineer

Highways(C&M) Highways(C&M)
Kurinjipady Portonovo.
 ABSTRACT ESTIMATE

Name of work : Reconstruction of Box culvert at km 6/2

Est.Amt. Rs. 1815329 Lakhs

Sl.
Description of work Quantity Unit Rate Amount
No.

Dismantling the existing PCC Body Wall including

1 92.66 /m3 229.11 21229
all labour and other incidental charges etc., complete

Dismantling the existing RCC SLAB including all

1A 6.42 /m3 3475.38 22312
labour and other incidental charges etc., complete

Excavation including removal and satisfactory

disposal of all materias necessary for the construction
of roadway and side drains in accordance with the
2 specifications and the lines, grades and cross sections 306.29 /m3 115.72 35444
shown in the drawings or as indicated by the Engineer
for Box Cutting for Wideneing Portion and as per
MORTH No. 111, 112, 201, 202, 301, 302.

Sand filling with good dry river sand from approved

quarry including cost and conveyance to site including
all labour charges for filling watering and
3 21.32 /m3 308.76 6583
consolidation etc. complete for foundation as per the
drawing and standard specification as per MORTH
No. 111,112,900

Cement Concrete M15 Mix using 40mm ISS size

HBG metal including cost and conveyance of all
materials to site including cost of cement, centering,
soft water, labour charges for mixing, transporting,
laying and curing concrete , working at depths , tools
4 56.18 /m3 4102.87 230499
and plants employed and maintaining of protective
bunds, cofferdams, shoring, strutting etc., complete as
per relevant standard specifications as directed by the
Engineer for Foundation as per MORTH No. 111,
112, 900, 1000, 1500, 1700, 2100
 Vibrated Cement Concrete M15 using ISS graded
metal including cost and conveyance of all materials to
site including cost of cement, centering, soft water,
labour charges for mixing, transporting, laying and
5 curing concrete , working at depths , tools and plants 46.17 /m3 4162.87 192200
employed and maintaining of protective bunds,
cofferdams, shoring, strutting etc.,complete as per
relevent standard specification for for Box Culvert .as
per MORTH No. 111,112,900,1000, 1500,1700,2200

Vibrated Reinforced Cement Concrete M25 (Design

Mix) using ISS graded metal including cost and
conveyance of all materials to site including cost of
cement, centering, soft water, labour charges for
mixing, transporting, laying and curing concrete ,
6 130.46 /m3 5851.52 763389
working at depths , tools and plants employed and
maintaining of protective bunds, cofferdams, shoring,
strutting etc., complete as per specification for Box
Culvert - as per MORTH No.1000,1500, 1600, 1700
1900, 2200, 900

Supply and fabrication of Fe-415 / Fe 500 / Fe 550 /

Fe 600 Steel required for all RCC items of works
involved in the schedule including cost of steel and
cost of fabrication, labour charges for cleaning the
rods straightening, cutting, bending, tying grills,
including over lapping to the required length wherever
7 8.50 /MT 56691.97 481882
necessary and providing to the reinforcement placing
the reinforcement in position as specified in the
drawings including cost of binding wire, provision of
spacer bars, cover blocks and all other incidental
charges etc. complete as directed by the Engineer as
per MORTH No. 111, 112, 900, 1000
 Vibrated Cement concrete M30 (Design mix)
WEARING COAT 75mm thickness using ISS size
HBG graded metal including cost and conveyance of
all materials to site, cost of cement, premoulded
expansion joints and fixing the same in position
8 72.96 /m2 387.02 28237
including formwork and centering labour charges for
laying, compacting finishing curing including all
other incidental charges etc.complete Over Deck Slab
& Approach slab as per MORTH No.111,112, 2702,
900

Filling behind Abutmants and wings with clean gritty

gravel including cost and conveyance of gravel
toworksite,laying,handling charges and filling in
layers,tamping under optimum moisture content to get
9 81.00 /m3 265.37 21495
the maximum density including watering,with all leads
for water and all other incidental charges etc,complete
for filling behind the abutment and wings as per
MORTH No.

Provding and Laying Wet Mix Macadam consisting of

clean crushed aggregates confirming to the grading
given in Table No.400-13, including premixing the
Material with water at OMC in mechanical mix plant
12 carriage of mixed Material by tipper to site, laying in 8.10 /m3 1488.75 12059
uniform layers with paver on well prepared surface
and compacting with vibratory roller to achieve the
desired density, etc., complete as directed by the
Engineer. as per MORTH No. 111, 112, 406, 900.

TOTAL RS. 1815329

Assistant Divisional Engineer Assistant Engineer

Highways, C&M Highways, C&M
Vridhachalam.(A/C) Vridhachalam (A/C)
 DETAILED ESTIMATE

Name of work : Reconstruction of Box culvert at km 6/2

Sl. Description of Measurements

No. work No. Length Breadth Depth Quantity

1 Dismantling the existing PCC Body Wall including all labour and other incidental charges
etc., complete

ABUTMENT & Body

Wall
1 2 9.30 1.55 2.000 57.66

WINGS 2 2 3.50 1.25 2.000 35.00

92.66

2 Dismantling the existing RCC SLAB including all labour and other incidental charges etc.,
complete

ABUTMENT & Body

Wall
1 1 9.30 2.30 0.300 6.42

6.42

Excavation including removal and satisfactory disposal of all materias necessary

for the construction of roadway and side drains in accordance with the
2 specifications and the lines, grades and cross sections shown in the drawings or
as indicated by the Engineer for Box Cutting for Wideneing Portion and as per
MORTH No. 111, 112, 201, 202, 301, 302.

Culvert portion 1 1 5.84 19.30 2.140 241.20

(0.3+1.08)/
2
Extra depth for
1 2 0.690 5.84 0.780 6.29
Key portion
Wing wall 2 2 3.50 2.10 2.000 58.80

306.29

Sand filling with good dry river sand from approved quarry including cost and
conveyance to site including all labour charges for filling watering and
3
consolidation etc. complete for foundation as per the drawing and standard
specification as per MORTH No. 111,112,900

Culvert portion 1 1 5.84 19.30 0.150 16.91

Wing wall 2 2 3.50 2.10 0.150 4.41

21.32
 Cement Concrete M15 Mix using 40mm ISS size HBG metal including cost and
conveyance of all materials to site including cost of cement, centering, soft water,
labour charges for mixing, transporting, laying and curing concrete , working at
4 depths , tools and plants employed and maintaining of protective bunds,
cofferdams, shoring, strutting etc., complete as per relevant standard
specifications as directed by the Engineer for Foundation as per MORTH No. 111,
112, 900, 1000, 1500, 1700, 2100

Culvert portion 1 1 5.84 19.30 0.150 16.91

Wing wall 2 2 3.50 2.10 0.550 16.17

II Footing 2 2 3.50 1.80 0.500 12.60

III Footing 2 2 3.50 1.50 0.500 10.50

56.18

Vibrated Cement Concrete M15 using ISS graded metal including cost and
conveyance of all materials to site including cost of cement, centering, soft water,
labour charges for mixing, transporting, laying and curing concrete , working at
5
depths , tools and plants employed and maintaining of protective bunds,
cofferdams, shoring, strutting etc.,complete as per relevent standard specification
for for Box Culvert .as per MORTH No. 111,112,900,1000, 1500,1700,2200

Wing wall 2 2 3.50 (1.5+0.50)/2 2.880 40.32

Parapet wall Over
1 2 3.84 0.45 0.600 2.07
deck
Parapet wall Over
2 2 3.50 0.45 0.600 3.78
wings
46.17

Vibrated Reinforced Cement Concrete M25 (Design Mix) using ISS graded
metal including cost and conveyance of all materials to site including cost of
cement, centering, soft water, labour charges for mixing, transporting, laying and
6
curing concrete , working at depths , tools and plants employed and maintaining of
protective bunds, cofferdams, shoring, strutting etc., complete as per specification
for Box Culvert - as per MORTH No.1000,1500, 1600, 1700 1900, 2200, 900

BASE SLAB 1 1 5.64 19.00 0.420 45.01

WALL 1 2 3.00 19.00 0.420 47.88
TOP SLAB 1 1 3.84 19.00 0.420 30.64
HAUNCH 1 4 19.00 0.15 0.075 0.86
KEY 1 2 5.64 0.690 0.780 6.07

130.46
 Supply and fabrication of Fe-415 / Fe 500 / Fe 550 / Fe 600 Steel required for all
RCC items of works involved in the schedule including cost of steel and cost of
fabrication, labour charges for cleaning the rods straightening, cutting, bending,
tying grills, including over lapping to the required length wherever necessary and
7
providing to the reinforcement placing the reinforcement in position as specified in
the drawings including cost of binding wire, provision of spacer bars, cover blocks
and all other incidental charges etc. complete as directed by the Engineer as per
MORTH No. 111, 112, 900, 1000

As per steel
schedule Drawing 1 1 5.34 (19/12). 8.46
no. SD/110 for
1/33/0
8.5MT

Vibrated Cement concrete M30 (Design mix) WEARING COAT 75mm thickness
using ISS size HBG graded metal including cost and conveyance of all materials
to site, cost of cement, premoulded expansion joints and fixing the same in
8
position including formwork and centering labour charges for laying, compacting
finishing curing including all other incidental charges etc.complete Over Deck
Slab & Approach slab as per MORTH No.111,112, 2702, 900

Over Deck Slab 1 1 3.84 19.00 72.96

72.96

Filling behind Abutmants and wings with clean gritty gravel including cost and
conveyance of gravel toworksite,laying,handling charges and filling in
9 layers,tamping under optimum moisture content to get the maximum density
including watering,with all leads for water and all other incidental charges
etc,complete for filling behind the abutment and wings as per MORTH No.

Abutment 1 2 0.90 18.00 2.500 81.00

81.00

Provding and Laying Wet Mix Macadam consisting of clean crushed aggregates
confirming to the grading given in Table No.400-13, including premixing the
Material with water at OMC in mechanical mix plant carriage of mixed Material by
12
tipper to site, laying in uniform layers with paver on well prepared surface and
compacting with vibratory roller to achieve the desired density, etc., complete as
directed by the Engineer. as per MORTH No. 111, 112, 406, 900.

Abutment 1 2 0.90 18.00 0.250 8.10

8.10
Assistant Divisional Engineer Assistant Engineer
Highways, C&M Highways, C&M
Vridhachalam (A/C) Vridhachalam (A/C)
 LEAD PARTICULARS
Name of Road : Reconstruction of RCC slab culvert at Km 3/10 of
Boothavarayanpettai - Krishnapuram road

IRC HBG Metal from Sathanur - Pudhukazhani road (CVS)

Quarry to road Km. 3/2-0/0 = 3.20
NH 45A 204/2-202/2 = 2.00
Ellavanasurkottai road 19/6-15/6 = 4.00
Viruddachalam - Ulundurpettai road 15/6-0/0 = 15.60
NH532 road Km 54/0-28/0 = 26.00
Vikiravandi-Kumbakonam-Thanjavur road 52/0-58/1 = 6.10
Karaimedu - Maruthur - Kolagudi Road Km 0/0-5/6 = 5.60
Bhudhavarayanpettai-Krishnapuram road km 6/4-3/10 = 2.40
64.90 65.00
HLM & U.S gravel from Vanathirayapuram Quarry
Quarry to road km. 2/2-0/0 = 2.20
NH 532 road Km 28/8-28/0 = 0.80
Vikiravandi-Kumbakonam-Thanjavur road 52/0-58/1 = 6.10
Karaimedu - Maruthur - Kolagudi Road Km 0/0-5/6 = 5.60
Bhudhavarayanpettai-Krishnapuram road km 6/4-3/10 = 2.40
17.10 17.00

Sand from 0/2 of Vellar River

Quarry to road km 0/2-0/0 = 0.20
Keerapalayam - Sethiyathope road km 3/4-0/0 = 3.400
NH 45A road 104/4-104/2 = 0.200
Vridachalam - Portonovo road km 36/8-35/8 = 1.000
Bhuvanagiri - Kurinjipadi road km 0/0-2/0 = 2.000
Bhudhavarayanpettai-Krishnapuram road km 0/0-3/10 = 4.00
10.80 11.00
CERTIFIED THAT :-
1. The Distance noted here are correct
2. The Quarry provided is the nearest
3. The Materials can be easily Quarries
4. The route shown here are shortest
5. The Description of the carried out of the materials correct.

Assistant Divisional Engineer Assistant Engineer

Highways(C&M) Highways(C&M)
Kurinjipady Portonovo.
 LEAD PARTICULARS
Name of Road : Reconstruction of RCC slab culvert at Km 3/10, 4/8 & 7/10 of
Boothavarayanpettai - Krishnapuram road

IRC HBG Metal from Sathanur - Pudhukazhani road (CVS)

Quarry to road Km. 3/2-0/0 = 3.20
NH 45A 204/2-202/2 = 2.00
Ellavanasurkottai road 19/6-15/6 = 4.00
Viruddachalam - Ulundurpettai road 15/6-0/0 = 15.60
NH532 road Km 54/0-28/0 = 26.00
Vikiravandi-Kumbakonam-Thanjavur road 52/0-58/1 = 6.10
Karaimedu - Maruthur - Kolagudi Road Km 0/0-5/6 = 5.60
Bhudhavarayanpettai-Krishnapuram road km 6/4-4/8 = 1.60
64.10 64.00
HLM & U.S gravel from Vanathirayapuram Quarry
Quarry to road km. 2/2-0/0 = 2.20
NH 532 road Km 28/8-28/0 = 0.80
Vikiravandi-Kumbakonam-Thanjavur road 52/0-58/1 = 6.10
Karaimedu - Maruthur - Kolagudi Road Km 0/0-5/6 = 5.60
Bhudhavarayanpettai-Krishnapuram road km 6/4-4/8 = 1.60
16.30 16.00

Sand from 0/2 of Vellar River

Quarry to road km 0/2-0/0 = 0.20
Keerapalayam - Sethiyathope road km 3/4-0/0 = 3.400
NH 45A road 104/4-104/2 = 0.200
Vridachalam - Portonovo road km 36/8-35/8 = 1.000
Bhuvanagiri - Kurinjipadi road km 0/0-2/0 = 2.000
Bhudhavarayanpettai-Krishnapuram road km 0/0-4/8 = 4.80
11.60 12.00
CERTIFIED THAT :-
1. The Distance noted here are correct
2. The Quarry provided is the nearest
3. The Materials can be easily Quarries
4. The route shown here are shortest
5. The Description of the carried out of the materials correct.
 DATA

Reconstruction of culvert @ Km.115/6 of Villupuram-

Name of Work :
Puducherry-Nagapattinam road (Old NH45A)

Dismantling clearing away and carefully stacking materials useful for the reuse
1 for any thickness of walls/Brick/stone masonry in cement mortar walls under 3m
h as per item no.14
106.00 Cum.

Sand Filling in Foundation Trenches as per Drawing & Technical

2
Specifications etc. complete as per clause 304 of MORT & H Specification

1.00 cum Cost of sand #REF! /m3 #REF!

1.00 cum Filling charges 17.80 /m3 17.80

Toal #REF!
(or) Rs. #REF! /m3
CEMENT MORTAR 1:1.5 using 40mm (Nominal Mix)
1.00 CUM Cost of Sand #REF! /m3 #REF!
0.688 MT Cost of Cement #REF! /m3 #REF!
#REF!
CEMENT MORTAR 1:1.5 using 20mm (Nominal Mix)
1.00 CUM Cost of Sand #REF! /M3 #REF!
0.75 MT Cost of Cement #REF! /MT #REF!
#REF!
CEMENT MORTAR 1:2 using 40mm (Nominal Mix)
1.00 CUM Cost of Sand #REF! /M3 #REF!
0.653 MT Cost of Cement #REF! /MT #REF!
#REF!
CEMENT MORTAR 1:2 using 40mm (Nominal Mix)
1.00 CUM Cost of Sand #REF! /M3 #REF!
0.653 MT Cost of Cement #REF! /MT #REF!
#REF!
 Vib. Cement Concrete 1:2:4 using 40mm metal (M15)
9.00 m3 Cost of 40mm metal 1,309.30 /m3 11783.70
4.50 m3 C.M 1:2 #REF! /m3 #REF!
1.80 Nos Mason II class 368.00 /each 662.40
17.70 Nos Mazdoor I Class 257.00 /each 4548.90
14.10 Nos Mazdoor II Class 232.00 /each 3271.20
10.00 m3 Vibration charges 28.80 /m3 288.00
#REF!
Rate for 10m3 Rs. #REF! /m3
Rate for 1m3 Rs. #REF! /m3
For below sill level
1.00 cum Vib.C.C 1:2:4 (M15) #REF! /m3 #REF!
For form work and
L.S 150.00
centering charges
Curing L.S 20.00

Working at depths L.S 20.00

Hire charges for T&P L.S 84.00

Sundries L.S 0.98
Total #REF!
(Or) Rs. #REF! /m3

Plain cement concrete M 20 [1:1.5:3 nominal mix] in sub structure with crushed
stone aggregates 40 mm nominal size mechanically mixed, placed and
4 compacted by vibrator in super structure upto 4 Metre above 1.50 metre from
bed/ground level including curing for 14 days.etc complete as per clause
1000/1700 of MORT & H specification.

Vib. Cement Concrete 1:1.5:3 using 40mm metal (M20)

9.00 m3 Cost of 40mm metal 1,309.30 /m3 11783.70
4.50 m3 C.M 1:1.5(M20) #REF! /m3 #REF!
1.80 Nos Mason II class 368.00 /each 662.40
17.70 Nos Mazdoor I Class 257.00 /each 4548.90
14.10 Nos Mazdoor II Class 232.00 /each 3271.20
10.00 m3 Vibration charges 28.80 /m3 288.00
#REF!
Rate for 10m3 Rs. #REF! /m3
Rate for 1m3 Rs. #REF! /m3
 For above sill level
1.00 cum Vib.C.C 1:1.5:3(M20) #REF! /m3 #REF!
For form work and
L.S 200.00
centering charges
Curing Concrete L.S 20.00
Working at heights L.S 20.00
Hire charges for T&P L.S 84.00
Sundries L.S 0.45
#REF!
(Or) Rs. #REF! /m3
Reinforced Cement concrete M 25 mix with crushed stone aggregates 20 mm
nominal size mechanically mixed and vibrated for bed plates, excluding steel
5& 8
reinforcement but including centering and shuttering laid in position. Clause
1000 & 1700 of MORT & H specification

Vib. Reinforced Cement Concrete 1:1:5:3(M25)

6.30 m3 Cost of 20mm ISS Metal 1628.30 /m3 10258.29

2.70 m3 Cost of 12mm ISS Metal 1546.30 /m3 4175.01

4.50 Nos Cost of C.M 1:1.5(M25) #REF! /m3 #REF!
3.50 Nos Mason II Class 368.00 /each 1288.00
21.20 Nos Mazdoor I Class 257.00 /each 5448.40
35.30 Cum Mazdoor II Class 232.00 /each 8189.60
10.00 Cum Vibration Charges 38.75 /Cum 387.50
#REF!
Rate for 10 m3 Rs. #REF! /m3
Rate for 1 m3 Rs. #REF! /m3

5
Cost of Vib. RCC M25
&8 1.00 Cum #REF! /m2 #REF!
Form work & centering L.S 350.00
Curing Concrete L.S 20.00
Working at heights L.S 20.00
Hire charges for T&P L.S 84.00
Sundries L.S 0.90
#REF!

Rate for Rs. #REF! /m3

 Supply and fabrication of S-415 steel required for all RCC items of works
invoived in the schedulw including cost of steel at site inclduing cost of
fabrication, labour charges for cleaning the rods strengthening, cutting dending,
tying grills, including overtaping to the required length wherever necessary and
6
piacing the reinforcement in position as specificatied in the drawings, inclduing
cost of binding wire, provision ofspacer bars, cover block and all other
incidental charges etc., complete, 2-415 grade - 1 MT (including andticorrossive
treament as approved by CECRI) (upto 16mm dia)

1.05 MT Cost of Steel 50027.46 /Mt 52528.83

10 Kg Binding wire 48.00 /kg 480.00
Fitter 1 Class for
35.00 Nos. 357.00 /each
fabrication 12495.00
65503.83

Plain cement concrete M 20 [1:2:4 nominal mix] in sub structure with crushed
stone aggregates 20 mm nominal size mechanically mixed, placed and
7 compacted by vibrator in super structure upto 4 Metre above 1.50 metre from
bed/ground level including curing for 14 days.etc complete as per clause
1000/1700 of MORT & H specification.

Vib. Cement Concrete 1:2:4 using 20mm metal (M20)

9.00 m3 Cost of 20mm metal 1,628.30 /m3 14654.70
4.50 m3 C.M 1:2(M20) #REF! /m3 #REF!
1.80 Nos Mason II class 368.00 /each 662.40
17.70 Nos Mazdoor I Class 257.00 /each 4548.90
14.10 Nos Mazdoor II Class 232.00 /each 3271.20
10.00 m3 Vibration charges 28.80 /m3 288.00
#REF!
Rate for 10m3 Rs. #REF! /m3
Rate for 1m3 Rs. #REF! /m3
M20 Concrete 1:2:4
1.00 cum Vib.C.C 1:2:4(M20) #REF! /m3 #REF!
For form work and
L.S 200.00
centering charges
Curing Concrete L.S 20.00
Working at depths L.S 20.00
Hire charges for T&P L.S 84.00
Sundries L.S 0.88
#REF!
(Or) Rs. #REF! /m3
 Providing and fixing 6mm bitumen felt for expansion joint between
9
dirt wall & deck slab.

Local Rate Rs. 250.00

Providing and laying Cement Concrete wearing coat M-30 grade using concrete
10 mixer and excluding reinforcement etc complete as per clause 1500. 1700 &
2200 of MORT & H specification.

0.45 cum Cost of 22.40mm IRC 1658.30 /cum 746.24

0.17 cum Cost of 11.20mm IRC 1227.30 /cum 208.64
0.07 cum Cost of 6.70mm IRC 1038.30 /cum 72.68
0.34 cum Costof sand 315.38 /cum 107.23
0.390 Mt Cost of Cement 5811.39 /Mt 2266.44
1.88 No Mazdoor Ist class 257.00 /each 483.16
1.16 No Mazdoor IInd class 232.00 /each 269.12
0.43 No Carpenter Ist class 401.00 /each 172.43
0.36 No Mason Ist Class 410.00 /each 147.60
Cost of curing L.S 20.00
Cost of Premoulded L.S 15.00
expansion Joints.
Hire charges for mixers L.S 50.00
Depreciation charges L.S 28.80
Sundries. L.S 0.66
Total of 10 sqm. 4588.00
Rate per 10 sq.m Rs. 4588.00 /m2
Rate per 1 sq.m Rs. 458.80 /m2

Back filling behind abutment, wing walls / return wall complete as per drawing
11 and techinical specifications as per clause 710.1.4 of IRC : 78 & 2200
Specification.

1.16 cum Cost of Gravel 425.90 /m3 494.04

1.00 cum Labours charges 16.15 /m3 16.15
510.19
Rate for Rs. 510.19 /m3
 Providing and laying of filter media with granular materials / stone crushed
aggregates satisfying the requirements laid down in clause 2504.2.2 of MORT &
H specifications to a thickness of not less than 600 mm with smaller size
12
towards the wall and provided over the entire surface behind abutment, wing
walls and return walls to the full height compacted to a firm condition complete
as per drawing and techinical specifications.

Cost of 1cum 53-5.75mm metal 779.67 /m3 779.67

Conveyance charges Km 74 493.30 493.30

Labour Charges for filling in Layers LS 16.15

Sundries 0.88

1290.00

Rate for 1290.00 /m3

Providing weep holes in brick masonry /plain / reinforced concrete abutment,
wing walls / return wall with 100 mm dia AC pipe, extending through the full
13
width of the structure with slope of aV:20H towards drawing face, complete as
per drawing

Local Rate Rs. 175.00

 DATA

Name of work : Reconstruction of Box culvert at km 6/2

M15 (CC 1:2:4) using 40mm (Nominal mix)

0.653 M.T Cost of cement 5575.53 /MT 3640.82

1.00 Cum cost of Sand 298.80 /m3 298.80
3939.62
Rate for 1 Cum Rs 3939.62 /m3

M20 (CC 1:1.5:3) using 40mm (Nominal mix)

0.688 M.T Cost of cement 5575.53 /MT 3835.96

1.00 Cum cost of Sand 298.80 /m3 298.80
4134.76
Rate for 1 Cum Rs 4134.76 /m3
M25 (Design mix) using 20,12 mm metal

0.840 M.T Cost of cement 5575.53 /MT 4683.45

1.00 Cum cost of Sand 298.80 /m3 298.80
4982.25
Rate for 1 Cum Rs 4982.25 /m3
M30 (Design mix) using 20,12 mm metal

0.870 M.T Cost of cement 5575.53 /MT 4850.71

1.00 Cum cost of Sand 298.80 /m3 298.80
5149.51
Rate for 1 Cum Rs 5149.51 /m3
Earthwork excavation in hard clayed soil and depossiting on bank with initial lead of 10m &
1 lift as per SS20B including all required charges, for earth work excavating to required
depth, balling out of water etc,. Complete

1.00 cum asper Sl.No 57.86 /m3 57.86

1.00 cum add 100% for narrow foundation 57.86 /m3 57.86
115.72
Rate for 1 Cum Rs 115.72 /m3
Filling foundation with good river sand form approved quarry including cost and conveyance
2 of all materials to work site including all labour charges etc,. Complete.

1.00 cum Cost of sand 298.80 /m3 298.80 /m3

1.00 cum cost of filling charges 17.80 /m3 17.80
316.60

Rate for 1 Cum Rs 316.60 /m3

Vibrator cement concrete M15 1:2:4 mix using 40mm ISS.HBG metal from approved quarry
3 including cost and conveyance of all materials to site including all labour charges for
mixing,laying vibrating ,curing ,etc,. Complete.(PCC)

9.00 cum cost of 40mm ISS 1140.52 /M3 10264.68

4.50 cum cost of C.M 1:2:4 3939.62 /M3 17728.29
1.80 Nos Mason II class 462.12 /Each 831.82
17.70 Nos Mazdoor I class 322.92 /Each 5715.68
 14.10 Nos Mazdoor II class 291.67 /Each 4112.55
10.00 m3 Vibration Charges 36.17 /M3 361.70
39014.72
Rate for 1 Cum Rs 3901.47 /m3

Below sill :-

1.00 m3 cost C.C 1:2:4 3901.47 /m3 3901.47

1.00 m3 Form work and centering charges 180.00 180.00

1.00 m3 Soft water 6.00 6.00

1.00 m3 Curing Concrete 6.00 6.00

1.00 m3 Hire charges for T&P 20.00 20.00

4113.47

Rate for 1 Cum 1.00 Rs 4113.47 /m3

Above sill :-
1.00 m3 cost C.C 1:2:4 3901.47 /m3 3901.47

1.00 m3 Form work and centering charges 240.00 240.00

1.00 m3 Soft water 6.00 6.00

1.00 m3 Curing Concrete 6.00 6.00

1.00 m3 Hire charges for T&P 20.00 20.00

4173.47

Rate for 1 Cum 1.00 Rs 4173.47 /m3

Vibrator cement concrete M20 1:1.5:3 mix using 40mm ISS.HBG metal from approved
4 quarry including cost and conveyance of all materials to site including all labour charges for
mixing,laying vibrating ,curing ,etc,. Complete.

9.00 cum cost of 40mm ISS 1140.52 /M3 10264.68

4.50 cum cost of C.M 1:1.5:3 4134.76 /M3 18606.44
1.80 Nos Mason II class 462.12 /Each 831.82
17.70 Nos Mazdoor I class 322.92 /Each 5715.68
14.10 Nos Mazdoor II class 291.67 /Each 4112.55
10.00 m3 Vibration Charges 36.17 /M3 361.70
39892.87
Rate for 1 Cum Rs 3989.29 /m3

Above sill :-
1.00 m3 cost C.C 1:1.5:3 3989.29 /m3 3989.29

1.00 m3 Form work and centering charges 240.00 240.00

1.00 m3 Soft water 6.00 6.00

1.00 m3 Curing Concrete 6.00 6.00

1.00 m3 Hire charges for T&P 20.00 20.00

4261.29

Rate for 1 Cum 1.00 Rs 4261.29 /m3

 Vibrator cement concrete 1:1.5:3 mixing (M25) using 20mm, 12mm ISS.HBG metal from
5 approved quarry including cost and conveyance of all materials to site including all labour
charges for mixing,laying vibrating ,curing ,etc,. Complete.

2.70 m3 cost of 12mm 1399.57 /M3 3778.84

6.30 m3 cost of 20mm ISS 1489.10 /M3 9381.33

4.50 m3 cost of C.M 1:1.5:3 4982.25 /M3 22420.10

3.50 Nos Mason II class 462.12 /Each 1617.42

21.20 Nos Mazdoor I class 322.92 /Each 6845.90

35.30 Nos Mazdoor II class 291.67 /Each 10295.95

10.00 m3 Vibration charges 48.67 /M3 486.70

54826.25 /m3
Rate for 1 Cum Rs 5482.62 /m3
Providing and fixing 6mm bitumen felt for expansion joint in between deck slabs over
6 abutment as shown in the drawing including cost and conveyance of expansion joint etc,.
Complete

L.S Rs 200.00 / set

Providing and fixing 110 mm dia PVC pipes for weep holes in abutment including cost and
7 conveyance of site labour for fixing and all other incidental charges etc,. Complete

Local rate for each:Rs 180.00 /each

Providing FILTER MEDIA behind abutments and wings for thick using filter materials
confirming to clause of 2.1 of IRC 78-2000 appendix and well packed smaller towards the
8 soil and bigger size towards the wall including cost and conveyance of all materials and all
other incidental etc,. complete as per standard specification.

1 m3 Cost of IRC metal 53mm to 5.75mm 849.76 /m3 849.76

1m 3
Conveyance charges 65 Km 251.00 /m3 251.00
1m 3
Labour charges 20.27 /m3 20.27
1121.03 /m3
Rate per cum. 1121.03 /m3
Filling behind abutments and wings with clean gritty gravel including cost and conveyance of
9 gravel to site laying filling in layers with all leads for water and all other incidental charges
etc,. Complete

1 m3 cost of Gravel 247.57 /m3 247.57

1 m3 Labour charges 20.27 /m3 20.27
267.84 /m3
Rate per cum. 267.84 /m3

Providing and fixing 110 mm dia PVC pipes for weep holes in abutment including cost and
10 conveyance of site labour for fixing and all other incidental charges etc,. Complete

Local rate for each:Rs 180.00 /R.M

 Cement concrete of Grade M30 for wearing coat 75mm thick using IRC HBG graded metal
including cost and conveyance of all materials to site including labour charges for mixing
11 concrete, laying and curing concrete with water including all other incidental charges etc.,
complete for wearing coat of 75 mm uniform thickness over deck slab

0.45 m3 cost of 25mm 1015.76 /m3 457.092

0.17 m 3
cost of 12 mm 1399.57 /m3 237.93
0.07 m3 cost of 6 mm 823.38 /m3 57.64
0.34 m3 cost of Sand 298.80 /m3 101.59
0.29 M.T cost of cement 5575.53 /MT 1616.90
0.36 Nos Mason1st class 516.10 Each 185.796
1.88 Nos Mazdoor 1st class 322.92 Each 607.0896
1.16 Nos Mazdoor 1I nd class 291.67 Each 338.3372
0.43 Nos Carpenter I class 504.73 Each 217.0339
0.75 m 3
Vibration charges 36.17 m 3
27.1275

1.00 m3 Soft water 6.00 6.00

1.00 m3 cost of curing 6.00 m3 6.00
3858.54
Rate for 1 sqm Rs 385.85 /m2

12 Supply and Fabrication of Steel for All RCC Item of work.

1.05 MT cost of Steel 38657.88 /MT 40590.77
10.00 kg Binding wire 39.11 /kg 391.10
35.00 Nos Fitter I class 448.86 /Each 15710.10
56691.97
Rate for 1 MT Rs 56691.97 /MT

Assistant Divisional Engineer Assistant Engineer

Highways(C&M) Highways(C&M)
Kurinjipady Portonovo
 Road metal Rate

RMR

Name of Road : Reconstruction of culvert at Km 3/10 of Boothavarayanpettai -

Krishnapuram road

KIND OF COST of
KM Source DISTANCE conveyance Stacking Total
METAL metal

1 2 3 4 5 6 7 8

Quarry at 3/2 of
40 mm ISS
A.Sathanur -
metal
32.00 889.52 251.00 - 1140.52
Pudukazhani road

25 mm ISS
"
metal
32.00 764.76 251.00 - 1015.76

20 mm ISS
"
metal
32.00 1238.10 251.00 - 1489.10

12 mm ISS
"
metal
32.00 1148.57 251.00 - 1399.57

10 mm ISS
"
metal
32.00 845.71 251.00 - 1096.71

3/10 6. mm ISS
"
metal
32.00 572.38 251.00 - 823.38

Cement 5575.53

Gudalaiyathur
Quarry
Sand (M) 15.00 168.00 130.80 - 298.80

" Sand (F) 15.00 168.00 130.80 298.80

Vanathirayapuram
US Gravel 8.00 174.29 73.28 247.57
Quarry

Steel 38657.88

Assistant Divisional Engineer Assistant Engineer

Highways (C&M) Highways (C&M)
Kurinjipady Portonovo