Venki Kalipalayam 37 40

7/23/2019 Venki Kalipalayam 37 40

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Metal Lead

Km 6/10 - 7/700

Metal Lead In plains

Cart Track 0/0 - 0/2 0.20 Km

Kamanaichenpalayam - Annur 16/6 - 13/2 3.40 Km

NH 319/0 - 31/4 1.60 Km

Karanampattai - !a"a#$un%enpalayam !$a% 0/0 - 4/190 4.19 Km

&enkittapuram - Kalipalayam !$a% 9/0 - /00 1.30 Km'$rkin# (aila#e Km 6/10 - /00 0.3) Km

TOTAL 11.04 Km

(or) 11.00 Km

Bitumen Lead to Mid PointKm 6/10 - 7/700

Bitumen Lead to Mid Point In plains

*r$m !e+nery t$ Tamil na%u ,$r%er 146.) Km

ATC 99/6 - 40/0 )9.60 Km

Kamanaichenpalayam - Annur 0/0 - 13/2 13.20 KmNH 319/0 - 31/4 1.60 Km


&enkittapuram - Kalipalayam !$a% 9/0 - /00 1.30 Km

'$rkin# (aila#e Km 6/10 - /00 0.3) Km

TOTAL A 226.99 Km

(or) 227.00 Km

Bitumen to CMP LeadKm 6/10 - 7/700

Bitumen to CMP Lead In plains

*r$m !e+nery t$ Tamil na%u ,$r%er 146.) KmATC 99/6 - 2/4 1.20 Km

alla%am $ur !$a% t$ &a%u#apalayam 0/ 0 - 0/6 0.60 Km

alla%am Aina"hi ulliampatti 0/0 - /0 .00 Km

CT t$ C( ite 0.20 Km

TOTAL 226.75 Km

(or) 227.00 Km

CMP to Site LeadKm 6/10 - 7/700

CMP to Site Lead In plains

Cart Track 0/0 - 0/2 0.20 Km

Km 19/6 $ aina"hi c$chin r$a% t$ &alaith$ttathu Ayyank$il 6/4 - 9/ 3.40 Km

alla%am - $$malur !$a% 11/0 - /0 9.00 Km

Km 2/0 - $ alla%am $$malur r$a% t$ Kalielampatti 1.60 Km

2.60 Km

&enkittapuram - Kalipalayam !$a% /0 0.00 Km

'$rkin# (aila#e Km 6/10 - /00 0.3) Km

TOTAL A 17.15 Km

Km 310/4 $ Nai#ai C$$%al$re- (y"$re !$a% t$ emmipalayam ia5Kalielampatti Km 1/6 - 4/2



(or) 17.00 Km



Emulsion Lead (Irungattukottai)

Km 6/10 - 7/700 In plains

ipc$t !$a% Km 0/0 - 2/0 2.00 Km

rrunkattuk$ttai t$ !anipettai r$a% km 112/4 - 34/ .60 Km

Kri"hna#iri !anipettai !$a% Km 14)/4 - 49/2 96.20 Km

alem Thiruppattur - &aniyam,a%i r$a% Km 124/ - 0/0 124.0 Km

alem 7lun%erpet !$a% km /4 - )/6 2.0 Km

eelanayakkanpatti ye pa"" NH ye pa""5 Km 0/0 - /2 .20 Km

alem - (a%urai !$a% 20/6 - 20)/2 2.40 KmNH 4 Km 0/0 - /0 .00 Km

erun%urai T$8n r$a% K( 0/0 -/1 H 71115 .10 Km

NH 4 Km 4/6 - 90/ 6.20 Km

Tirupur-&iayaman#alam !$a% 0/0 - 24/4H-19A5 24.40 Km

1).10 Km

Na#ai - :u%alur - (y"$re 306/2)0 - 310/4 4.1) Km

Km 310/4 $ N:( emmipalayam ia5 Kalielampatti 0/0 - 4/2 4.20 Km

'$rkin# (aila#e Km 6/10 - /00 0.3) Km

TOTAL 452.50 Km(or) 453.00 Km

Bitumen Lead (Manali)


T !$a% 2/6 - 1/6 1.00 Km

(anali t$ (athur !$a% 0/0 - )/ ).0 Km

(a%haaram hill" !$a% 0/0 - 4/6 4.60 Km

NH ) Km 11/0 - 11/) 0.)0 Km

Chennai yepa"" km 0/0 - 32/2 32.20 Km

ulal t$ Tham,aram T$tal ;i"tance 44.00 Km

Chennai ye pa"" !$a% $int" at Km 2/0 $ :T !$a% NH 4)5

NH 4) Km 2/0 - 19/4 169.40 Km

NH 6 Km 134/2 - )/6 12.60 Km


alem - (a%urai !$a% 20/6 - 20)/2 2.40 Km

NH 4 Km 0/0 - /0 .00 Km


NH 4 Km 4/6 - 90/ 6.20 Km


1).10 Km

Na#ai - :u%alur - (y"$re 306/2)0 - 310/4 4.1) Km


'$rkin# (aila#e Km 6/10 - /00 0.3) Km

TOTAL 491.30 Km

(or) 491.00 Km

3.00

Aina"hi-Tirupur-alla%am-$llachi-C$chinia5 (eenkarai r$a% km 12/2-2/300




Metal Lead

Km 7/700 - 8/2


Cart Track 0/0 - 0/2 0.20 Km


NH 319/0 - 31/4 1.60 Km


&enkittapuram - Kalipalayam !$a% 9/0 - /2 0.0 Km'$rkin# (aila#e Km /00 - /2 0.2) Km

TOTAL 10.44 Km

(or) 10.00 Km




ATC 99/6 - 40/0 )9.60 Km




'$rkin# (aila#e Km /00 - /2 0.2) Km

TOTAL A 226.39 Km

(or) 226.00 Km







TOTAL 226.75 Km

(or) 227.00 Km



Cart Track 0/0 - 0/2 0.20 Km


alla%am - $$malur !$a% 11/0 - /0 9.00 Km


2.60 Km

&enkittapuram - Kalipalayam !$a% /0 - /00 0.0 Km

'$rkin# (aila#e Km /00 - /2 0.2) Km

TOTAL A 17.75 Km




(or) 18.00 Km





ipc$t !$a% Km 0/0 - 2/0 2.00 Km








NH 4 Km 4/6 - 90/ 6.20 Km


1).10 Km

Na#ai - :u%alur - (y"$re 306/2)0 - 310/4 4.1) Km



'$rkin# (aila#e Km /00 - /2 0.2) Km TOTAL 453.10 Km

(or) 453.00 Km



T !$a% 2/6 - 1/6 1.00 Km

(anali t$ (athur !$a% 0/0 - )/ ).0 Km

(a%haaram hill" !$a% 0/0 - 4/6 4.60 Km

NH ) Km 11/0 - 11/) 0.)0 Km




NH 4) Km 2/0 - 19/4 169.40 Km

NH 6 Km 134/2 - )/6 12.60 Km


alem - (a%urai !$a% 20/6 - 20)/2 2.40 Km

NH 4 Km 0/0 - /0 .00 Km


NH 4 Km 4/6 - 90/ 6.20 Km


1).10 Km

Na#ai - :u%alur - (y"$re 306/2)0 - 310/4 4.1) Km



'$rkin# (aila#e Km /00 - /2 0.2) Km

TOTAL 491.90 Km

(or) 492.00 Km

39.00





Metal Lead

Km 8/2 - 8/4


Cart Track 0/0 - 0/2 0.20 Km


NH 319/0 - 31/4 1.60 Km


&enkittapuram - Kalipalayam !$a% 9/0 - /4 0.60 Km'$rkin# (aila#e Km /2 - /4 0.10 Km

TOTAL 10.09 Km

(or) 10.00 Km




ATC 99/6 - 40/0 )9.60 Km




'$rkin# (aila#e Km /2 - /4 0.10 Km

TOTAL A 226.04 Km

(or) 226.00 Km







TOTAL 226.75 Km

(or) 227.00 Km



Cart Track 0/0 - 0/2 0.20 Km


alla%am - $$malur !$a% 11/0 - /0 9.00 Km


2.60 Km


'$rkin# (aila#e Km /2 - /4 0.10 Km

TOTAL A 18.10 Km




(or) 18.00 Km





ipc$t !$a% Km 0/0 - 2/0 2.00 Km








NH 4 Km 4/6 - 90/ 6.20 Km


1).10 Km

Na#ai - :u%alur - (y"$re 306/2)0 - 310/4 4.1) Km



'$rkin# (aila#e Km /2 - /4 0.10 Km TOTAL 453.45 Km

(or) 453.00 Km



T !$a% 2/6 - 1/6 1.00 Km

(anali t$ (athur !$a% 0/0 - )/ ).0 Km

(a%haaram hill" !$a% 0/0 - 4/6 4.60 Km

NH ) Km 11/0 - 11/) 0.)0 Km




NH 4) Km 2/0 - 19/4 169.40 Km

NH 6 Km 134/2 - )/6 12.60 Km


alem - (a%urai !$a% 20/6 - 20)/2 2.40 Km

NH 4 Km 0/0 - /0 .00 Km


NH 4 Km 4/6 - 90/ 6.20 Km


1).10 Km

Na#ai - :u%alur - (y"$re 306/2)0 - 310/4 4.1) Km



'$rkin# (aila#e Km /2 - /4 0.10 Km

TOTAL 492.25 Km

(or) 492.00 Km

39.00





Metal Lead

Km 8/4 - 9/0


Cart Track 0/0 - 0/2 0.20 Km


NH 319/0 - 31/4 1.60 Km


&enkittapuram - Kalipalayam !$a% 9/0 0.00 Km'$rkin# (aila#e Km /4 - 9/0 0.30 Km

TOTAL 9.69 Km

(or) 10.00 Km




ATC 99/6 - 40/0 )9.60 Km



&enkittapuram - Kalipalayam !$a% 9/0 0.00 Km

'$rkin# (aila#e Km /4 - 9/0 0.30 Km

TOTAL A 225.64 Km

(or) 226.00 Km







TOTAL 226.75 Km

(or) 227.00 Km



Cart Track 0/0 - 0/2 0.20 Km


alla%am - $$malur !$a% 11/0 - /0 9.00 Km


2.60 Km


'$rkin# (aila#e Km /4 - 9/0 0.30 Km

TOTAL A 18.50 Km




(or) 19.00 Km





ipc$t !$a% Km 0/0 - 2/0 2.00 Km








NH 4 Km 4/6 - 90/ 6.20 Km


1).10 Km

Na#ai - :u%alur - (y"$re 306/2)0 - 310/4 4.1) Km



'$rkin# (aila#e Km /4 - 9/0 0.30 Km TOTAL 453.85 Km

(or) 454.00 Km



T !$a% 2/6 - 1/6 1.00 Km

(anali t$ (athur !$a% 0/0 - )/ ).0 Km

(a%haaram hill" !$a% 0/0 - 4/6 4.60 Km

NH ) Km 11/0 - 11/) 0.)0 Km




NH 4) Km 2/0 - 19/4 169.40 Km

NH 6 Km 134/2 - )/6 12.60 Km


alem - (a%urai !$a% 20/6 - 20)/2 2.40 Km

NH 4 Km 0/0 - /0 .00 Km


NH 4 Km 4/6 - 90/ 6.20 Km


1).10 Km

Na#ai - :u%alur - (y"$re 306/2)0 - 310/4 4.1) Km



'$rkin# (aila#e Km /4 - 9/0 0.30 Km

TOTAL 492.65 Km

(or) 493.00 Km

39.00





Estim

Description No.

1

Km 7/0 - 9/0 1 x 1 685.00 2.00

Road Crossing at 7/300 (i) 1 x 1 25.00 2.00

Road Crossing at 7/300 (ii) 1 x 1 20.00 2.00

Km 7/600 - 7/700 1 x 1 100.00 2.00

2



Km 7/600 - 7/700 1 x 1 100.00 1.75

3



Km 7/600 - 7/700 1 x 1 100.00 1.75

NAME OF WORK: RESTORATION TO VENKITTAPURAM - KALIPALAYAM

(ODR)

SI.

No.

Length

(m)

Width

(m)

Excavation for Roadway and drainage Excavation including removal

of all materias necessary for the construction of roadway and side drai

specifications and the lines, grades and cross sections shown in the d

the Engineer, as per MORTH Specification.

Gravel Filling including cost and conveyance including labour ch

watering tamping under opumum moisture content to get the maxi

charges etc., complete With a lead of 1Km

Granular Sub-base with Graded Material (Table:- 400-1) -Plant Mix

granular sub-base by providing close graded Material, mixing in a mec

carriage of mixed Material to work site, spreading in uniform laye

prepared surface and compacting with vibratory power roller to ac

complete as per clause 401 of MORTH Specification- for grading- V Ma



4



Km 7/600 - 7/700 1 x 1 100.00 1.75

5



Km 7/600 - 7/700 1 x 1 100.00 1.75

6



Km 7/600 - 7/700 1 x 1 100.00 1.75

7

Km 7/600 - 7/700 1 x 1 100.00 2.00

8

Wet Mix Macadam (Table 400-13) Providing, laying, spreading and

aggregate to wet mix macadam specification including premixing the M

in mechanical mix plant carriage of mixed Material by tipper to site, lay

paver in sub- base / base course on well prepared surface and compact

achieve the desired density, Complete as per clause 406 of MORTH Spe

Prime coatProviding and applying primer coat with bitumen emulsio

surface of granular Base including clearing of road surface and spra

0.70 kg/sqm using mechanical means as per clause 502 of MORTH Sp

Tack coat- Providing and applying tack coat with bitumen em

emulsion pressure distributor at the rate of 0.25 kg per

bituminous/granular surface cleaned with mechanical broom as p

Specification-over granular surfaces treated with primer

Tack coat - Providing and applying tack coat with bitumen em



Specification -over bituminous surfaces

Providing and Laying50mm thick Bituminous Macadam using co

bitumen which shall consist of construction in a single course base/bi

the specfication on a previously prepared base.(using Mini Hot Mix

including cost of material, labour charges, rentals for machinery, fuecharges etc., complete as per clause 504 MORTH Rev-5 (Mix-in-place





Km 7/600 - 7/700 1 x 1 100.00 1.75



9



Km 7/600 - 7/700 1 x 1 100.00 3.75

10

Km 7/600 - 7/700 1 x 1 100.00 1.50

Bituminous Concrete (Table 500-17) Providing and laying bitumino

plant using crushed aggregates of specified grading, premixed with bit

Grade-30) at percentage specified by Job Mix Formula of mix and fille

to work site, laying with a hydrostatic paver finisher to the r

alignment,rolled as per clause 501.6 and 501.7 to achieve the desired

No. 507 of MORTH Specification complete in all respects -Grading II




the Engineer, as per MORTH Specification. Formation of embankm

including Compaction by power roller



11

Km 6/10 1 x 1 85.00 2.00

Km 7/0 - 7/6 1 x 1 600.00 2.00




the Engineer, as per MORTH Specification. Formation of embankme

Compaction by power roller

Assista

Pall<

Assistant Divisional Engineer, (H)

Palladam Sub Division<

Palladam



ate Amount:Rs.4,50,400

Quantity

0.30 411.00

0.90 45.00

0.90 36.00

0.90 180.00

672.00

0.50 25.00

0.50 20.00

0.50 87.50

132.50

0.20 10.00

0.20 8.00

0.20 35.00

53.00

ROAD KM 6/10 - 7/700

Depth

(m)

and satisfactory disposal

s in accordance with the

awings or as indicated by

arges for filling inlayers,

um density all incidental

MethodConstruction of

anical mix plant at OMC,

s with motor grader on

ieve the desired density,

erial



0.15 7.50

0.15 6.00

0.15 26.25

39.75

50.00

40.00

175.00

265.00

50.00

40.00

175.00

265.00

200.00

200.00

compacting graded stone

aterial with water at OMC

ing in uniform layers with

ng with vibratory roller to

ification.

n (SS-I type)on prepared

ing primer at the rate of

ecification over WMM

lsion (RS-I type) using

sqm on the prepared

r clause 503 of MORTH


sqm on the prepared


rse aggregate and VG30

nder course confirming to

Plant and Power Roller)

l and all other incidentalethod)



0.05 2.50

0.05 2.00

0.05 8.75

13.25



0.03 1.50

0.03 1.20

0.03 11.25

13.95

0.15 22.50

22.50

s concrete with hot mix

minous binder (Viscosity

, transporting the hot mix

quired grade, level and

compaction as per clause




nt using Box cut earth



0.30 51.00

0.30 360.00

411.00




t using Gravel including

t Engineer, (H)

dam Section

alladam



NAME OF WORK: RESTORATION TO VENKITTAPURAM - KALIPALAYA

ABSTRACT ESTIMATE

Description of Work Quantity

1

672.00 m3

2

132.50 m3

3

53.00 m3

SI.

No

Excavation for Roadway and drainage

Excavation including removal and satisfactory

disposal of all materias necessary for the

construction of roadway and side drains in

accordance with the specifications and the lines,

grades and cross sections shown in the drawings

or as indicated by the Engineer, as per MORTH

Specification.

Gravel Filling including cost and conveyance

including labour charges for filling inlayers,

watering tamping under opumum moisture

content to get the maximum density all incidentalcharges etc., With a lead of 1 Km

Granular Sub-base with Graded Material (Table:-

400-1) - Plant Mix Method Construction of

granular sub-base by providing close graded

Material, mixing in a mechanical mix plant at

OMC, carriage of mixed Material to work site,spreading in uniform layers with motor grader on

prepared surface and compacting with vibratory

power roller to achieve the desired density,

complete as per clause 401 of MORTH

Specification-for grading- V Material



Description of Work QuantitySI.

No

4

39.75 m3

5

265.00 m2

6

265.00 m2

7

200.00 m2

Wet Mix Macadam (Table 400-13) Providing,

laying, spreading and compacting graded stone

aggregate to wet mix macadam specification

including premixing the Material with water at

OMC in mechanical mix plant carriage of mixed

Material by tipper to site, laying in uniform layers

with paver in sub- base / base course on well


roller to achieve the desired density, Complete as

per clause 406 of MORTH Specification.

Prime coat Providing and applying primer coat

with bitumen emulsion (SS-I type) on prepared

surface of granular Base including clearing of road

surface and spraying primer at the rate of0.70

kg/sqm using mechanical means as per clause

502 of MORTH Specificationover WMM

Tack coat - Providing and applying tack coat with

bitumen emulsion (RS-I type) using emulsion

pressure distributor at the rate of0.25 kg per

sqm on the prepared bituminous/granular

surface cleaned with mechanical broom as per

clause 503 of MORTH Specification- over

granular surfaces treated with primer

Tack coat- Providing and applying tack coat with



sqm on the prepared bituminous/granular surface

cleaned with mechanical broom as per clause 503

of MORTH Specification - over bituminous

surfaces




No

8

13.25 m3

9

13.95 m3

Providing and Laying50mm thick BituminousMacadam using course aggregate and VG30

bitumen which shall consist of construction in a

single course base/binder course confirming to

the specfication on a previously prepared base.

(using Mini Hot Mix Plant and Power Roller)

including cost of material, labour charges, rentals

for machinery, fuel and all other incidental

charges etc., complete as per clause 504 MORTH

Rev-5(Mix-in-place method)

Bituminous Concrete (Table 500-17) Providing

and laying bituminous concrete with hot mix

plant using crushed aggregates of specified

grading, premixed with bituminous binder

( Viscosity Grade-30)at percentage specified by

Job Mix Formula of mix and filler, transporting

the hot mix to work site, laying with a hydrostatic

paver finisher to the required grade, level and

alignment,rolled as per clause 501.6 and 501.7 to

achieve the desired compaction as per clause No.

507 of MORTH Specification complete in all

respects - Grading II




No

11

22.50 m3

12

411.00 m3

Total

13 Provision for Labour Welfare Fund 1%

14

Contingencies

GRAN








Specification. Formation of embankment using

Box cut earth including Compaction by power

roller








Specification.Formation of embankment usingGravel including Compaction by power roller

with a lead of 1km

Provision for Quality Control Charges and centage

Charges



ROAD KM 6/10 - 7/700 (ODR)

Estimate Amount:Rs.4,50,400

Rate Amount

50.60/m3 34003

205.05/m3 27169

1155.35/m3 61234



Rate Amount

1353.32/m3 53794

61.67/m3 16343

11.93/m3 3161

14.52/m3 2904



Rate Amount

4911.30/m3 65075

6673.78/m3 93099



Rate Amount

12.85/m3 289

205.05/m3 84276

441347

4504

4413

136

TOTAL 450400



Estimat

Description No.

1

Km 7/700 - 7/900 1 x 1 200.00 2.00

Km 7/900 - 8/100 1 x 1 200.00 2.00

Km 8/100 - 8/2 1 x 1 100.00 2.00

2

Km 7/900 - 8/100 1 x 1 200.00 2.50Km 8/100 - 8/2 1 x 1 100.00 1.50

3

Km 7/900 - 8/100 1 x 1 200.00 2.50

Km 8/100 - 8/2 1 x 1 100.00 1.50

4


(ODR)

SI.

No.

Length

(m)

Width

(m)




















Km 7/900 - 8/100 1 x 1 200.00 2.50

Km 8/100 - 8/2 1 x 1 100.00 1.50

5

Km 7/900 - 8/100 1 x 1 200.00 2.50

Km 8/100 - 8/2 1 x 1 100.00 1.50

6

Km 7/900 - 8/100 1 x 1 200.00 2.50

Km 8/100 - 8/2 1 x 1 100.00 1.50

7

Km 7/900 - 8/100 1 x 1 200.00 1.25

Km 8/100 - 8/2 1 x 1 100.00 2.25

8

Km 7/900 - 8/100 1 x 1 200.00 2.50

Km 8/100 - 8/2 1 x 1 100.00 1.50















including cost of material, labour charges, rentals for machinery, fue

charges etc., complete as per clause 504 MORTH Rev-5 (Mix-in-place



9

Km 7/900 - 8/100 1 x 1 200.00 3.75

Km 8/100 - 8/2 1 x 1 100.00 3.75

10

Km 7/900 - 8/100 1 x 1 200.00 1.50

Km 8/100 - 8/2 1 x 1 100.00 1.50










the Engineer, as per MORTH Specification.Formation of embankm




11

Km 7/700 - 7/900 1 x 1 200.00 2.00




the Engineer, as per MORTH Specification.Formation of embankmen

Compaction by power roller with a lead of 1 Km

Assista

Pall<



Palladam



Amount: Rs.8,62,500/-

Quantity

0.30 120.00

0.90 360.00

0.90 180.00

660.00

0.50 250.000.50 75.00

325.00

0.20 100.00

0.20 30.00

130.00

ROAD KM 7/700 - 8/2

Depth

(m)










erial





ification.



0.15 75.00

0.15 22.50

97.50

500.00

150.00

650.00

500.00

150.00

650.00

250.00

225.00

475.00

0.05 25.00

0.05 7.50

32.50





sqm on the prepared



sqm on the prepared





l and all other incidental

ethod)



0.03 22.50

0.03 11.25

33.75

0.15 45.00

0.15 22.50

67.50












0.30 120.00

120.00





t Engineer, (H)

dam Section

alladam




ABSTRACT ESTIMATE


1

660.00 m3

2

325.00 m3

3

130.00 m3

SI.

No








Specification.

















No

4

97.50 m3

5

650.00 m2

6

650.00 m2

7

475.00 m2






























surfaces




No

8

32.50 m3

9

33.75 m3

























No

11

67.50 m3

12

120.00 m3

Total


14

Contingencies

GRAN










roller









with a lead of 1km

Provision for Quality Control Charges and Centage

Charges



ROAD KM 7/700 - 8/2 (ODR)

Estimate Amount: Rs.8,62,500/-

Rate Amount

50.60/m3 33396

205.05/m3 66641

1159.75/m3 150768



Rate Amount

1353.32/m3 131949

61.67/m3 40086

11.93/m3 7755

14.52/m3 6897



Rate Amount

4900.54/m3 159268

6673.78/m3 225240



Rate Amount

12.85/m3 867

205.05/m3 24606

847473

8625

6275

127

TOTAL 862500



Estimat

Description No.

1

Km 8/2 - 8/300 1 x 1 100.00 2.00

Km 8/300 - 8/4 1 x 1 100.00 2.00

2

Km 8/2 - 8/300 1 x 1 100.00 1.30

Km 8/300 - 8/4 1 x 1 100.00 1.30

3

Km 8/2 - 8/300 1 x 1 100.00 1.30Km 8/300 - 8/4 1 x 1 100.00 1.30

4

Km 8/2 - 8/300 1 x 1 100.00 1.30


(ODR)

SI.

No.

Length

(m)

Width

(m)




















Km 8/300 - 8/4 1 x 1 100.00 1.30

5

Km 8/2 - 8/300 1 x 1 100.00 1.30

Km 8/300 - 8/4 1 x 1 100.00 1.30

6

Km 8/2 - 8/300 1 x 1 100.00 1.30

Km 8/300 - 8/4 1 x 1 100.00 1.30

7

Km 8/2 - 8/300 1 x 1 100.00 2.45Km 8/300 - 8/4 1 x 1 100.00 2.45

8

Km 8/2 - 8/300 1 x 1 100.00 1.30

Km 8/300 - 8/4 1 x 1 100.00 1.30



















9

Km 8/2 - 8/300 1 x 1 100.00 3.75

Km 8/300 - 8/4 1 x 1 100.00 3.75

10

Km 8/2 - 8/300 1 x 1 100.00 1.50

Km 8/300 - 8/4 1 x 1 100.00 1.50












Assistant

Pallad<

Pa



Palladam



Amount: Rs.4,05,500/-

Quantity

0.90 180.00

0.90 180.00

360.00

0.50 65.00

0.50 65.00

130.00

0.20 26.000.20 26.00

52.00

0.15 19.50

M ROAD KM 8/2 - 8/4

Depth

(m)










erial





ification.



0.15 19.50

39.00

130.00

130.00

260.00

130.00

130.00

260.00

245.00245.00

490.00

0.05 6.50

0.05 6.50

13.00





sqm on the prepared



sqm on the prepared






ethod)



0.03 11.25

0.03 11.25

22.50

0.15 22.50

0.15 22.50

45.00










Engineer, (H)

am Section

lladam




ABSTRACT ESTIMATE


1

360.00 m3

2

130.00 m3

3

52.00 m3

SI.

No








Specification.

















No

4

39.00 m3

5

260.00 m2

6

260.00 m2

7

490.00 m2






























surfaces




No

8

13.00 m3

9

22.50 m3

























No

11

45.00 m3

Total


14

Contingencies

GRAN










roller


Charges



ROAD KM 8/2 - 8/4 (ODR)


Rate Amount

50.60/m3 18216

205.05/m3 26657

1159.75/m3 60307



Rate Amount

1353.32/m3 52779

61.67/m3 16034

11.93/m3 3102

14.52/m3 7115



Rate Amount

4900.54/m3 63707

6673.78/m3 150160



Rate Amount

12.85/m3 578

398655

4055

2737

53

TOTAL 405500



Estimat

Description No.

1

Km 8/4 - 8/750 1 x 1 340.00 2.00

Km 8/750 - 9/0 1 x 1 260.00 2.00

2

Km 8/750 - 9/0 1 x 1 260.00 2.00

3

Km 8/750 - 9/0 1 x 1 260.00 2.00

4

Km 8/750 - 9/0 1 x 1 260.00 2.00


(ODR)

SI.

No.

Length

(m)

Width

(m)




















5

Km 8/750 - 9/0 1 x 1 260.00 2.00

6

Km 8/750 - 9/0 1 x 1 260.00 2.00

7

Km 8/750 - 9/0 1 x 1 260.00 1.75

8

Km 8/750 - 9/0 1 x 1 260.00 2.00



















9

Km 8/750 - 9/0 1 x 1 260.00 3.75

10

Km 8/750 - 9/0 1 x 1 260.00 1.50














11

Km 8/4 - 8/750 1 x 1 340.00 2.00




the Engineer, as per MORTH Specification.Formation of embankmen

Compaction by power roller

Assista

Palla<

P



Palladam



Amount: Rs.7,41,700/-

Quantity

0.30 204.00

0.90 468.00

672.00

0.50 260.00

260.00

0.20 104.00

104.00

0.15 78.00

78.00

M ROAD KM 8/2 - 8/4

Depth

(m)










erial





ification.



520.00520.00

520.00

520.00

455.00

455.00

0.05 26.00

26.00





sqm on the prepared



sqm on the prepared






ethod)



0.03 29.25

29.25

0.15 58.50

58.50












0.30 204.00

204.00





t Engineer, (H)

dam Section

alladam




ABSTRACT ESTIMATE


1

672.00 m3

2

260.00 m3

3

104.00 m3

SI.

No








Specification.

















No

4

78.00 m3

5

520.00 m2

6

520.00 m2

7

455.00 m2






























surfaces




No

8

26.00 m3

9

29.25 m3

























No

11

58.50 m3

12

204.00 m3

Total


14

Contingencies

GRAN










roller









with a lead of 1km


Charges



ROAD KM 8/2 - 8/4 (ODR)


Rate Amount

50.60/m3 34003

205.05/m3 53313

1164.15/m3 121072



Rate Amount

1353.32/m3 105559

61.67/m3 32068

11.93/m3 6204

14.52/m3 6607



Rate Amount

4900.54/m3 127414

6673.78/m3 195208



Rate Amount

12.85/m3 752

205.05/m3 41830

724030

7417

10040

213

Venki Kalipalayam 37 40

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Transcript of Venki Kalipalayam 37 40