main est-formats-puligundala

8/14/2019 Main Est-Formats-puligundala

1/173

GOVERNMENT OF ANDHRA PRADESH

PANCHAYAT RAJ ENGINEERING DEPARTMENT

PRADHAN MANTRI GRAM SADAK YOJANA

RIAD - PHASE -

KHAMMAM DISTRICT

PACKAGE NO AP


2/173


SUMMARY SHEET

Unconnected habitations Package No.

>1000 500-1000 250-500


3/173

PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)Roads Proposed in PMGSY for Rural Connectivity (Pavement Layers)

District KHAMMAM Block : CHARLA

Details of Thickness & Cost for pavement Layers

From To Details Earthwork WBM2 WBM3

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 11 R&B Road Puligundala U D 8.360 -- 450-600 170 75 75

Cost (Rs.) 1.70 29.01 33.32 19.96 28.23 34.79 6.95 2.44 1.78 11

sst.Executive Engineer Dy.Exe.Engineer Executive Engineer Superintending Engineer PR-Charla PRSD-Venkatapuram PR Divn-Bhadrachalam PR Circle - Khammam

Sl.No.

Name ofPlaces/Villages

Connected by road Newconstruction/upgradation (use

N/U)

Facilityaccessed (Use

A/B/C/D)

Proposed RoadLength(Km)

ExistingSurface

Type Cleaning&

GrubbingSubgrade

Preparation

GravelShoulde

rs

PrimeCoat

Tackcoat

Roadfurniture

Croavet

tslo

WBM/Earthen

Thickness(mm)

22

Format-2a


4/173

PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)

ROADS PROPOSED IN PMGSY FOR RURAL CONNECTIVITY (CROSS DRAINAGE STRUCTURES)District KHAMMAM BLOCK: MANUGURU

Name of the Road

Existing CD Structure by Type Details of Proposed CD Structure by Type

Minor Bridge

Details

Side Drain

No. Dia No. Length No. Length No. Dia No. Length No. Length

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 U 8.36 5 600 2 2 - 10 600 1 260 8 222.00 64.97

Asst.Executive Engineer Dy.Exe.Engineer Executive Engineer Superintending Engineer PR-Charla PRSD-Venkatapuram PR Divn-Bhadrachalam PR Circle - Khammam

Sl.No.

NewConstruction/Upgra

dation(Use N/U)

ProposedRoad

Length(KM)

Hume PipeCulvert

Box/ArchCulvert/Pave

d Dips

Hume PipeCulvert

MinorBridge/Paved

DipsTotal Cost ofProposed CD

Structures

R/F R&B Road toPuligundala

30+34=64

27.0+1.0=28.00


5/173

PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)DETAILS OF EXISTING ROADS (FOR UPGRADATION)

Bloc CHARLA District: KHAMMAM District: KHAMMAM.

Name of the road

Traffic per day Existing Road Details

WBM Layer Bituminous Layer

Type Width (m)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

1 8.360 Puligundala D 71 12 9 to 12 4.20 0.45/0.60 5.00 3.75 50 mm - - -

Asst.Executive Engineer Dy.Exe.Engineer Executive Engineer Superintending Engineer PR-Charla PRSD-Venkatapuram PR Division-Bhadrachalam PR Circle - Khammam

Sl.No.

RoadLength

Roadconnecting

to

Facilitiesaccessed

(UseA/B/C/D)

TotalMotorised

TotalTruck/Tractor

LandWidth

(m)

RoadWidth

(m)

Embankment(Formation)

Height(m)

Width(m)

Width(m)

Thickness (mm)

Thickness (mm)

R/F R&B Road toPuligundala

Format- 4


6/173


SUMMARY SHEET

Sl No Package

Primary New Work

PCI

No

1 2 3 4 5 6 7 8 9 10 11

1 AP L026 Peddabandirevu(550) 1 14 Yrs U Y Peddabandirevu(550)

Mulkanapally(215) Mulkanapally(215)

Puligundala(282) Puligundala(282)

Bakkachintalapadu(90) Bakkachintalapadu(90)

Kondavai(90) Kondavai(90)

Asst.Executive Engineer Dy.Exe.Engineer Executive Engineer Superintending Engineer PR-Charla PRSD-Venkatapuram PR Divn-Bhadrachalam PR Circle - Khammam

AssociatedThrough

Route( ATR)

Age ofthe road

Whetherproposed

underupgradation(U)/Renewal ( R )

Other newsubsidery

to ATR

Whetherincludes

inpackage

(Y/N)

Habitations served withpopulations

Habitations served withpopulations

Format-4a


7/173

PRADHAN MANTHRI GRAM SADAK YOJANA(Package Summary)

PROFO

Name of the BlockName of the Road

From To

1 2 3 4 5 6 7 8 9 10 11

1 Charla R&B Road Puligundala U 8.360 217.37 18 64.97 282.34 33.77

Total Estimate Cost of the Package: Rs. 282.34 Lakhs

* N - New Connectivity U - Upgradetion Total Rs. 282.34 Lakhs

Prepared By:

Signature : Technical Scrutiny Done By :Name : Sri R.Venkateswara Rao. Signature:

Designation: AEE , P.R , Charla (M) Name:

Checked By: Co ordinator: STA :

Signature : Signature:

Name : Sri A.Rambabu Name:

Designation: Dy.Executive Engineer, P.R.Sub-Division, Venkatapuram

Checked By:

Signature :

Name : Sri G.Kondal Reddy

Designation: Executive Engineer, P.R.Division-Bhadrachalam

Scrutinized By:Signature :Name : Sri M.A KhadeerDesignation: Superintending Engineer P.R.Circle Khammam

Sl.No.

Type ofProposal

*N/U

ProposedLength in Km

Cost ofPavement

Rs,

No.of CDworks

Cost of CDworks Rs.

Total EstimateCost Rs.

Average Costper Km Rs.


8/173

To be filled by PIU

PRADHAN MANTHRI GRAM SADAK YOJANA (PMGSY)CHECK SLIP FOR P.I.U S.T.A.

(Individual road works)PROFORMA - C

1 Location: Puligundala State: Andhra Pradesh District: Khammam Block: Charla

2Package.No. AP

3 Name of the Road: From R&B Road to: Puligundala

4 Length( In Km): Total : 8.36 Km In Build up 1.30 In Open area: 7.060

5 Estimate Cost Rs: 282.34 Lakhs Cost per Km Rs. : 33.77 Lakhs

Pavement : 215.59

Drianage work : 6.95

Total : 222.54

6Type of Proposal:- New Connectivity / Upgradetion : Upgradetion

If the Proposed road is a new Connctivity is the road a part of Corenet work Yes

If Yes Through/ Link Route Number L 026

Name of the Unconnected habitation(s) ( to be cross checked with CN-6) :

Population sub served by the Proposed road : 1227

Y E S

Does the Proposed road connect the unconnected Habitation to

a). Another Habitation having all - weather road(a) (b)

b) Di t l t ll W th d

Does the Proposed Road lead up to the Habitation for which it is supposed to provideconnectivity ( In other words are you sure that he road is not being made partially?)


9/173

To be filled by PIU



CROSS SECTION DETAILS

A Cross Section of the existing road showing different component layers:

4.5 ts

4.00 Mts

B. Cross Section of the proposed road showing different component layers:

Km 3/880 to Km 8/360 Km 0/00 to Km 3/880


10/173

To be filled by PIU



Chainage 0/0to1/0 1/0to2/0 2/0to3/0 3/0to4/0 4/0to5/0 5/0to6/0 6/0to7/0 7/0to8/0 8/0to9/0

CBR(%)

11 Cost Details

a) Clearing and grubbing Cost for Rs. 1.70

b) Pavement Components

Description of Layer Thickness (MM) Cost (Rs.)

Earth work Widening 29.01Sub Grade Preparation (GSB) 100.00 33.32

Grade - II 75.00 28.23

Grade - III 75.00 34.79

Primer Coat/Tack coat 9.39

OGPC 20.00 33.76

Seal coat 6.00 13.76

Shoulders 170.00 19.96

Protection works: 11.67

12 CD works No.of Existing CD works Do they require any improvement 6 Nos Rs 7.20 LaIf yes Cost of improvement No.of proposed CD works

Cost of Proposed CD works 18 Nos Rs. 50.82La


11/173

To be filled by PIU



field that information provided is true

To be filled by S.T.A.

Name of the STA: NIT Warangal.

15 Is the proposed road entered on the OMMS Yes / No

16 If the proposals is for new connectivityYes / No

Yes / No

* Does the Proposal ensure full connectivity of target Hatibation Yes / No

a. If No. the name of the unconnection habitations upto

which it is conntected

b. In such unconnected Habitation eligible under PMGSY Yes / No

17 Are you satisfied with the following

* Engineering Serveys Yes / No

Prepared ByAssistant Exe

Engineer,P.R.

Checked ByDy.Executive

Engineer,P.R.

Checked ByExecutive Engineer,

P.R.Bhadrachalam

Scrutinized By:Superintending

Engineer,P.R.Khammam

* Have you satisfied yourself that the proposed Road is a part ofthe Core New work

* Is the unconnected habitation(s) part of list of unconnectedHabitations as per CN - VI


12/173

To be filled by PIU



# KM / HM Stones Yes / No

# Guard Stones ( Where necessary ) Yes / No

# Traffic Sign Boards ( As Necessary ) Yes / No

20 Specific remarks if any by STA

Certified that the Design and Estimation for the proposed Road work are based on the data and SSR

are provided by Engineers. The Proposal after final correction is entered on the OMMS. The Proposal

may be considered for clearance

Technical Scrutiny: Coordinator


13/173

To be filled by PIU



INDEX MAP

Name of the work :: Providing B.T. to Road fro

M.P. Charla

Km 4/0

km 3/660

G.P Pally 3/480 - Road dam of 30 mts length (Prop)

(km3/540 to 3

3/240- Road dam of 16 mts length(Prop)

3/090- 1Vx600 mm dia., HP culvert (Prop)

Veera m 3/0(km 2/760 to

2/770 - 1 Vx 600 mm dia., HP cuvlert(Prop)


14/173

To be filled by PIU



Lingap m 0/0

R

CHAR&

HQRSB

R

WAY TO PWD ROAD ( BCM O

A

D

B

K C

O M

T


15/173

To be filled by PIU



Km


16/173

To be filled by PIU




17/173

To be filled by PIU



hs

hs


18/173

To be filled by PIU




19/173

To be filled by PIU




20/173

To be filled by PIU



INDEX MAP

Km 4/0

km 3/660

G.P Pally 3/480 - Road dam of 30 mts length (Prop)

(km3/540 to 3/660)

3/240- Road dam of 16 mts length(Prop)

3/090- 1Vx600 mm dia., HP culvert (Prop)

Veera m 3/0(km 2/760 to 2/970)

2/770 - 1 Vx 600 mm dia., HP cuvlert(Prop)


21/173

To be filled by PIU



Lingap m 0/0

R

CHA&

HQRSB

R

WAY TO PWD ROAD ( BC O

A

D

B

K CO M

T


22/173

To be filled by PIU




23/173

To be filled by PIU




24/173

To be filled by PIU




25/173

To be filled by PIU




26/173

To be filled by PIU




27/173

To be filled by PIU




28/173

To be filled by PIU




29/173

FIELD DATA SHEET FOR TRAFFIC CENSUS (BOTH DIRECTIONS)

Name of the Road R&B Road to Puligundala

Location of Road Pedda BandirevuDistrict : Khammam Date: 05-02-2008 Day - 1State : Andhra Pradesh

Hour

Vehicle class

Trucks BusesCycles

Laden Unladen Laden Unladen Laden Unladen Laden Unladen1 2 3 4 5 6 7 8 9 10 11 12 13 14 1

From: 8.00 Hrs10 13 0 0 0 0 6 0 0 0 12 0 8

To 14.00 Hrs

From: 14.00 Hrs11 15 0 0 0 0 5 0 0 0 10 0 10

To 20.00 Hrs

From: 20.00 Hrs3 4 0 0 0 0 0 0 0 0 0 0 0

To 2.00 Hrs

From: 2.00 Hrs5 5 0 0 0 0 0 0 0 0 5 0 5

To 8.00 Hrs

Day Total: 29 37 0 0 0 0 11 0 0 0 27 0 23

Record traffic volume by tally marks (four vertical strokes followed by a diagonal stroke for the 5th vehicle

Asst.Executive Engineer Dy.Exe.Engineer Executive Engineer Superintending EngineePR-Charla PRSD-Venkatapuram PR Divn-Bhadrachalam PR Circle Khammam

RemSeaso

HarvManWea

Cars, Jeeps,Vans, Three

wheelers

MotorisedTwo

wheelers

Light CommercialVehicles

Agricultural Tractors/ Trailers Cycle

Rickshaws

AnimalDrawn

vehicles


30/173



Location of Road Pedda BandirevuDistrict : Khammam Date: 06-02-2008State : Andhra Pradesh

Hour

Vehicle class

Trucks BusesCycles


From: 8.00 Hrs9 8 0 0 0 0 12 0 0 0 9 0 6

To 14.00 Hrs

From: 14.00 Hrs8 10 0 0 0 0 1 1 0 0 8 0 10

To 20.00 Hrs

From: 20.00 Hrs4 2 0 0 0 0 0 0 0 0 0 0 0

To 2.00 Hrs

From: 2.00 Hrs5 6 0 0 0 0 1 1 0 0 2 0 4

To 8.00 Hrs

Day Total: 26 26 0 0 0 0 14 2 0 0 19 0 20


Asst.Executive Engineer Dy.Exe.Engineer Executive Engineer Superintending Engineer PR-Charla PRSD-Venkatapuram PR Divn-Bhadrachalam PR Circle Khammam

RemSeaso

HarvManWea


wheelers

MotorisedTwo

wheelers



Rickshaws

AnimalDrawn

vehicles


31/173



Location of Road Pedda BandirevuDistrict : Khammam Date: 07-02-2008State : Andhra Pradesh

Hour

Vehicle class

Trucks BusesCycles


From: 8.00 Hrs8 9 0 0 0 0 9 0 0 0 12 0 7

To 14.00 Hrs

From: 14.00 Hrs8 9 0 0 0 0 1 0 0 0 8 0 9

To 20.00 Hrs

From: 20.00 Hrs3 2 0 0 0 0 0 0 0 0 0 0 0

To 2.00 Hrs

From: 2.00 Hrs5 6 0 0 0 0 0 2 0 0 6 0 3

To 8.00 Hrs

Day Total: 24 26 0 0 0 0 10 2 0 0 26 0 19



RemSeaso

HarvManWea


wheelers

MotorisedTwo

wheelers



Rickshaws

AnimalDrawn

vehicles


32/173

SUMMARY OF 3 - DAY COUNT


Location of Road Pedda Bandirevu

District : KhammamState : Andhra Pradesh

Hour

Vehicle class

TotalTrucks Buses Cycles

1 2 3 4 5 6 7 8 9 10 11

Day 1 ( Date ) 29 37 0 0 11 0 27 0 23 127

Day 2 ( Date ) 26 26 0 0 14 0 19 0 20 105

Day 3 ( Date ) 24 26 0 0 10 0 26 0 19 105

Total 79 89 0 0 35 0 72 0 62 337

Average daily Traffic 26.00 30.00 0.00 0.00 12.00 0.00 24.00 0.00 21.00 112.00

PCU Factor 1 0.5 1.5 3 1.5 3 0.5 2 --

26.00 15.00 0.00 0.00 18.00 0.00 12.00 0.00 126.00 71.00

Seasonality Factor used:

Expected AADT 12 PCU

22 CVPD



wheelers

MotorisedTwo

wheelers

LightCommercial

Vehicles

AgriculturalTractors /Trailers

CycleRickshaws

Animal Drawnvehicles

4.0 HorseDrawn 6.0 forBullock drawn

Average daily TrafficPCUs


33/173

FLEXIBLE PAVEMENT DESIGN

Name of the work :: R/F R&B Road to Puligundala of Charla (M)

From km 27/060 to 13/500

Existing surface : : W.B.M/EarthenType of soils : : B.C.Soils.C.B.R. Percentage as per the test result : : 3.65%Computation of design traffic : : A=P(1+r)^n+xWhere A=No of commercial vehicles per day for design

P=No of commercial vehicles per dayat last count for designr =Annuval growth rate of commertial traffic.N=No of years between last count and year of completion of construction.

Cars, Jeeps, Vans, Three wheelers : 26.00

Motorised Two wheelers : 30.00

Light Commercial Vehicles : 0.00Trucks : 0.00Agricultural Tractors / Trailers : 12.00Buses : 0.00

Cycles : 24.00Cycle Rickshaws : 0

Animal Drawn vehicles : 21.00116

Commercial wehicles which exceeds 3T/Day at last count : 12 nos

Design for ten years:P(1+r)^n+x

= P (1+.06)^(n +x)= 12 (1+.06)^10= 12 1.791= 21.49 or say 22 CVPD

From fig 5.10 CBR curves

0/000 1/500 &


34/173

PR-Charla (M) P.R.S.D.Venkatapuram P.R.Divn.Bhadrachalam P.R.Circle , Khammam


35/173

1.7908


36/173


37/173

STRIP LS PLAN

Name of work : R/F R&B Road to Puligundala of Charla Mandal.

9/0

Puligundala 8/2 to 8/4 Proposed Road dam 30 mts length

(7/8 to 8/4) 8/0 to 8/2 Proposed 1V x 0.60 mts pipe culvert

(282) 8/0

7/8 to 8/0 Proposed Road dam of 30 mts

7/4 to 7/6 Proposed 2V x 0.60 mts pipe cuvlert




7/0

Paddy


6/0

Mulkalapally 5/8 to 6/0 Proposed 1V x 0.60 mts Pipe culvert

(km 5/840) 5/6 to 5/8 Proposed Road dam of 30 mts

(215) 5/4 to 5/6 Proposed Road dam of 30 mts5/2 to 5/4 Proposed 1V x 0.60 mts pipe culvert


0

Existing Earthen surface k3/880to8/360


38/173

1/4 to 1/6 Existing 1V x 0.30 mts pipe culvert

1/2 to 1/4 Proposed 1V x 0.60 mts pipe culvert

1/0

0/8 to 1/0 Existing Road dam of 34 mts.



0/2 to 0/4 Existing 1 V x 045 mts pipe culvert

0/0 to 0/2 Proposed Road dam of 30 mts length.

0/0

Charla R&B Road Bhadrachalam

INDEX

Reaches

Km 0/0 to 1/0 4.80 9 to 12

Km 1/0 to 2/0 4.00 9 to 12

Km 2/0 to 3/0 4.20 12 to 14

Km 3/0 to 4/0 4.20 12 to 14

Km 4/0 to 5/0 - 12 to 14

Km 5/0 to 6/0 - 12 to 14

Km 6/0 to 7/0 - 12 to 14Km 7/0 to 8/0 - 9 to 12

Km 8/0 to 9/0 - 9 to 12

Existingformation width

Landwidth

Existing WBMkm 0/0 to 1/6


39/173


DISTRICT : KHAMMAM

I N D E X

VOLUME - I

1 Executive Summary

2 Format F1 to F9

3 Chapter - 1 - Introduction

4 Chapter - 2 - Alignment

5 Chapter - 3 - Land Acquisition

6 Chapter - 4 - Topography Survey

7 Chapter - 5 - Geometric Design Standard

8 Chapter - 6 - Soil and Material Survey

9 Chapter - 7 - Traffic Survey

10 Chapter - 8 - Pavement Design

11 Ch t 9 H d l i l S

TYPICAL CROSS-SECTION


40/173

TYPICAL CROSS SECTION

Name of work :- R/F R&B Road to Puligundala of Charla Mandal

From km 0/0 to 1/500 & 1/760 to 3/880

1.875 1.875

a

Prop. Gravel Shoulder 170mm thickProp. B.T. 20mm thick

PROPOSED B.T. Prop.Gr II & III WBM 75mm thick each

PROPOSED WBM Proposed GSB 100mm thcik

EXISTING WBM Existing WBM 50 mm thick

EXISTING GRAVEL Existing Gravel sub base 80 mm thick.

PROPOSED GRAVELPROPOSED GRAVEL SHOULDERS

EXISTING EARTHWORK

3.75M

7.50M

1:2 1:2

0.

10.70m

Asst.Exe.Engineer Dy.Exe.EngineerPRSD-Venkatapuram

Executive EngineerPR Divn - Bhadrachalam

Supdt. EngineerPR Circle -Khammam

0.45 m

4.0 M

-


41/173


42/173



From km 3/880 to 8/360

Prop. Gravel Berm 170mm thickProp. B.T. 20mm thick

PROPOSED B.T. Prop. WBM 75mm thick each

PROPOSED WBM Proposed WBM 100mm thcik

PROPOSED GRAVEL Proposed Gravel sub base 150mm thick

PROPOSED EARTH WORK

PROPOSED GRAVEL BERMS

PROPOSED EMBANKMENT

1:2

3.75M

7.50M

1:1,5 1:1,5

0

10.70m

Asst.Exe.EngineerPR-Charla

Dy.Exe.EngineerPRSD-Venkatapuram

Executive EngineerPR Divn - Bhadrachalam

Supdt. EngineerPR Circle -Khammam

1.00 1.00

0.45m4.0 M


43/173



From km 1/500 to 1/760

EXISTING C.C Prop. Gravel Berm 170mm thickProp. B.T. 20mm thick

PROPOSED B.T. Prop. WBM 75mm thick each

EXISTING WBM EXST WBM 50mm thcik

PROPOSED WBM EXST. Gravel sub base 80mm thick

EXISTING GRAVEL EXST. CC Road of 200 mm thick

PROPOSED GRAVEL

PROPOSED GRAVEL BERMS

EXISTING EARTHWORK

4.0 mts

3.75M

7.50M

1:2 1:2

0

10.70m

Asst.Exe.Engineer Dy.Exe.Engineer Executive Engineer

Supdt. Engineer

1.00 1.00

0.45m

- ar a PRSD-Venkatapuram

- -


44/173


45/173

TYPICAL LONGITUDINAL SECTION

Name of the work: R/F R&B Road to Puligundala of Charla Mandal.

0/0 1/0 2/0 3/0 4/0 5/0 6/0 7/0 8/0 8/360

EXISTING C.C

EXISTING B.T PROPOSED B.T. 20mm thick

EXISTING WBM PROPOSED WBM

EXISTING GRAVEL SUB BASE PROPOSED GRAVEL SUB BASE

Pedda bandirevu

Asst.Exe.EngineerPR-Charla Dy.Exe.Engineer

PR-Venkatapuram

Superintending EngineerPR Circle - KhammamEexecutive Engineer

PR-Bhadrachalam

Mulkalapally PuligundalaExisting WBM

km1/5

km1/760

Existing C.C

km3/8803/880

Existing WBMEarthen surface

KEY MAP

Name of the work: R/F R&B Road Seethanagaram to Puligundala of Charla Mandal


46/173

Name of the work: R/F R&B Road Seethanagaram to Puligundala of Charla Mandal

V

P

G R

O M

DA

V

A

RI

TALIPERU VAGU

R

I

V

E S.N.Puram

R km 43/0 R

&

B

parnasala

CHARLAMANDALHQRSKM 54/0

Km34/0

- -


47/173


48/173

- -


49/173

QUARRY CHART


50/173

ame of the work: R/F R&B Road Seethanagarma to Puligundala of Charla Mandal

Sand Metal HBG Metal M/C Gravel

9/0 MR 14.50 15.50 56.50 12.50CT 0.00 0.00 0.00 0.00

WM 0.50 0.50 0.50 0.50

Total 15.00 16.00 57.00 13.00

8/0 MR 13.50 14.50 55.50 11.50

CT 0.00 0.00 0.00 0.00

WM 0.50 0.50 0.50 0.50

Total 14.00 15.00 56.00 12.007/0 MR 12.50 13.50 54.50 10.50

CT 0.00 0.00 0.00 0.00

WM 0.50 0.50 0.50 0.50

Total 13.00 14.00 55.00 11.00

6/0 MR 11.50 12.50 53.50 9.50

CT 0.00 0.00 0.00 0.00

WM 0.50 0.50 0.50 0.50

Total 12.00 13.00 54.00 10.00

5/0 MR 10.50 11.50 52.50 8.50

CT 0.00 0.00 0.00 0.00

WM 0.50 0.50 0.50 0.50

Total 11.00 12.00 53.00 9.00

4/0 MR 9.50 10.50 51.50 7.50

CT 0.00 0.00 0.00 0.00

WM 0.50 0.50 0.50 0.50Total 10.00 11.00 52.00 8.00

3/0 MR 8.50 9.50 50.50 6.50

CT 0 00 0 00 0 00 0 00

PR-Charla - en atapuram

rc e - ammam

- a rac a am


51/173

QUARRY MAP


52/173

Name of the work: R/F R&B Road to Puligundala of Charla Mandal.

34/0

CH

ARLA

VER

Seethanagaram km0/0 Puligundala

km 32/0 km9/0

MetalHBG

Charla

MandalHQRS

km 4.50

Parnasala

TALIPERU VAGU

Gravel

km 7.50


53/173

DISCHARGE CALCULATIONS


54/173

Name of work : C/O of Road dam of 30 mts length on R/F R&B Road to Puligundala of Charla Mandal.

Hydraulic Data

Bed Level = 98.20

O.F.L./RTL = 98.70 Height of HFL 0.80 mts

H.F.L. = 99.00 Height of OFL 0.50 mts

Bed width = 30.00 mts

Discharge calculation: Discharge at HFL:

Difference

-35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45

97.00

97.50

98.00

98.50

99.00

99.50

100.00

Chainage

R.L.


55/173

Chainage G.L. H.F.L. Length

25 98.200 99.00 0.80 - - - -10 98.100 99.00 0.90 0.85 15 12.75 15

5 98.200 99.00 0.80 0.85 5 4.25 5

0 98.200 99.00 0.80 0.80 5 4.00 5

5 98.200 99.00 0.80 0.80 5 4.00 5

10 98.285 99.00 0.72 0.76 5 3.79 5

15 98.260 99.00 0.74 0.73 5 3.64 5

20 98.200 99.00 0.80 0.77 5 3.85 5

25 98.200 99.00 0.80 0.80 5 4.00 5

30 99.000 99.00 0.00 0.40 5 2.00 5

17.28 25.00

Calculation of scour depth :

Hydraulic mean depth : R = Wetted area / Wetted Perimeter

= 42.28 55.00= 0.77 mts

V = (1.07 x0.0816 ) / 0.045 = 1.940 m/sec.

Discharge ( Q ) = A x V = 42.28 x1.94 = 82.01

Maximum Discharge Qmax ) = 1.30 x Q

= 1.30 x 82.01 = 106.62

Differencebetween H.F.L.

& G.L.

MeanDifference

Wetterarea

WettedPerimeter

Velocity = ( R2/3 x S1/2 ) / 0.045 = ( 1.122/3 x0.00671/2 ) / 0.045

m3 / sec

m3 / sec

/

- -

-


56/173


57/173

HYDRAULIC PARTICULARS

1 V 600 MM DIA PIPE CULVERT

Catchment area = 7 Acres

= 7 x 4046.86 sqm

= 28328.02 or say 0.03 sq.km

Maximum discharge Q = CM^3/4(As per Dicken's formula)

Where C= Constatn depends upon the intensity of rainfallC = 11M = Area of catchment in sq.km

Q = 0.31 cumecs

Assumed velocity of flow = 1.2 m/sec

Area of the vent way = Discharge /Velocity

A = 0.26 sqmts

Provide 1 V of 600 mm dia., RCC NP3 class pipe D= 0.6 mts

Area of ventage provide A = 0.28 sqm > 0.26 sqm

Name of work : C/O of Road dam of 30 mts length on R/F R&B Road to Puligundala of CharlaMandal.


58/173

HYDRAULIC PARTICULARS

2 V 600 MM DIA PIPE CULVERT

Catchment area = 11 Acres

= 11 x 4046.86 sqm

= 44515.46 or say 0.04 sq.km

Maximum discharge Q = CM^3/4(As per Dicken's formula)

Where C= Constatn depends upon the intensity of rainfallC = 11

M = Area of catchment in sq.km

Q = 0.49 cumecs

Assumed velocity of flow = 1.2 m/sec

Area of the vent way = Discharge /Velocity

A = 0.41 sqmts

Name of work : C/O of Road dam of 30 mts length on R/F R&B Road to Puligundala of CharlaMandal.


59/173

FORMAT 7RATE ANALYSIS

Name of the work :- R/F R&B Road to Puligundala of Charla Mandal.


60/173

Page 60 of 173

Description Unit

1 2 3 4 5 61

1sqm 2.90

2

1cum 81.05

3

1cum 112.75

4

Sl.No.

Reference toMORD

Specifications

Amount inRs.

Clearind and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and treesof girth up to 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials andstacking of serviceable material to be used or auctioned upto a lead of 1000m including disposal of top organicsoil not exceeding 150 mm in thickness as per technical specification clause 201-1 of MORD.

Construction and widening of existing embankment with approved materails deposited at site materail obtainedfrom roadway cutting including breaking clods, ramming, spreading, sectioning, grading, compacting with 8-10

Tonnes power roller to OMC compaction including to a top width of 7.50M and raising to required heightincluding seigniorage charges complete etc., as per the requirement of Table 300-1 and 300-2 as per technicalspecification clause 301.5 of MORD.

Earth work excavation and depositing on the bank for widening of existing embankment using cutted earthmaterial with carting in all soils upto soft disintegrated rock and stone matrix with in a radius of 5 M includingbreaking clods, benching, ramming and sectioning the embankment and formation to a top width of 7.50 m upto95% proctors density etc. complete including seigniorage charges for raising and widening the embankmentusing machinery as per SS 20A and technical specification APDSS 302 & 303 with a least lead of 500 m (carted

earth)

Construction of granular sub base by providing well graded meterial (i.e Stone aggregates of 9.5 mm to 4.75 mmsize Gravel of 66% and sand of size < 2.6mm @ 34% )having soaked CBR not less than 15% and Plasticity Index< 6 and stacking at site to the departmentel gauge for pre measurements and mixing them and spreading thesame with motor grader in uniform layers of loose thickness of not more than 225mm including mixing by mix inplace method with rotavator to OMC and compacting with three wheeled power roller of 8 to 10 Tonnes capacityto achieve the desired density, complete as per IRC technical specification clause 402 of MORD.

FORMAT 7

Description UnitSl.No.

Reference toMORD

Specifications

Amount inRs.


61/173

Page 61 of 173

1cum 389.15

5

1cum 389.15

6

1cum 1258.75

7

1550.90

8

1sqm 23.25

Construction of Granualar shoulder by providing well graded meterial (i.e 66% gravel and 34% sand) havingsoaked CBR not less than 15% and Plasticity Index < 6 and stacking at site to the departmentel gauge for pre

measurements and mixing them and spreading the same with motor grader in uniform layers of loose thicknessof not more than 225mm including mixing by mix in place method with rotavator to OMC and compacting withthree wheeled power roller of 8 to 10 Tonnes capacity to achieve the desired density, complete as per IRCtechnical specification clause 402 of MORD.

Providing, Water Bound Macadam base for a compacted thickness of 75mm using Grade-II HBG crushed stoneaggregates (63 mm to 45 mm size), screenings and binder confirming to table 400-8 of MORD "StandardSpecifications for the rural roads) including cost, seigniorage and conveyance of all materials, spreading inuniform thickness, hand packing, rolling with static power roller of 8-10 tons in stages to proper grade andcamber, applying and brooming requisite type of screening binding materials to fill up the interstices of coarse

aggregate, watering and compacting to the required density or finished item of work as directed by theEngineer-in-Charge as per MORD clause No.405

Providing, Water Bound Macadam base for a compacted thickness of 75mm using Grade-III HBG crushed stoneaggregates ( 53 mm to 22.40 mm size), screenings and binder confirming to table 400-8 of MORD "StandardSpecifications for rural roads) including cost, seigniorage and conveyance of all materials, spreading in uniformthickness, hand packing, rolling with static power roller of 8-10 tons in stages to proper grade and camber,applying and brooming requisite type of screening binding materials to fill up the interstices of coarseaggregate, watering and compacting to the required density or finished item of work as directed by the

Engineer-in-Charge as per MORD clause No.405

Providing and applying Prime Coat with butimen emulsion (Medium Setting- SS-1) on prepared surface ofgranular base incliding cleaning of road surface and spraying primer at the rate of 0.85Kg/Sqm usingmechanical means as clause 502 of MORD.

FORMAT 7


Reference toMORD

Specifications

Amount inRs.


62/173

Page 62 of 173

9

1sqm 8.1510

1sqm 112.90

11

1sqm 46.00

12

I. P.C.C grade M 10

(i) Nominal mix 1:3:6

Unit = cum1cum 2,914.78

Providing and applying Tack Coat with butimen emulsion (Rapid Setting- RS-1) using emulsion distributor @0.275 kg per sqm on prepared surface incliding cleaning of road surface and spraying primer at the rate of0.275Kg/Sqm using mechanical means as clause 503 of MORD.

Providing and laying Open Graded Premix Carpet (OGPC) surfacing material of 20 mm thick composed of 13.20mm to 5.60 mm size machine crushed hard blasted granite chips using bitumen of 60/70 grade at the rate of14.60 kgs per 10 sqm area of road surface over tack coat to required line, level, grade to serve as wearingcourse on previously prepared base including mixing in a Hot Mix Plant of 30/40 TPH, laying with mechanicalpaver finisher and rolloing with three wheeled 8-10 Tonnes capacity power roller and finishing to required leveland grades including cost and conveyance of all materials from approved sources, seigniorage, labour chargesand hire and operational charges of power road roller and all other machinery, tools and plants, providingbarricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete forfinished item of work as per clause 508 of MORD.

Providing and laying bituminous liquid seal coat (Type A) comprising of a layer of bitumuneous binder followedby a cover of stone chipping of grading as defined in table 500.16 of MOST at 0.09 cum/10sqm of chips to be laidsimultaneously along with the bitumunous course using 9.80 kgs of bitumen 60/70 grade for 10 sqm and rollingwith power roller including of required line, level, grade to serve as wearing course on previously preparedsurface and finishing to rquired level and grades including cost and conveyance of all materials from approvedsources and stacking at site to departmental gauge for premeasurements, seigniorage, labour charges and hireand operational charges of power road roller 8 to 10 tonnes capacity and all other machinery, tools and plants,providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc.,complete for finished item of work as per technical specification clause 510 of MORD.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings andtechnical specifications Clause 802, 803, 1202 & 1203

FORMAT 7


Reference toMORD

Specifications

Amount inRs.


63/173

Page 63 of 173

13 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row

(B) 600 mm dia

1 Each 2,342.10

14 II. P.C.C grade M 15

1cum 2,887.95

15

1cum 58.83

19

RCC M30

1cum 4,304.57

16

Unit = cuma) Material

f) 1M.T 42,597.53

17

Unit = Cuma)

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding ofgranular material in single row including fixing collar with cement mortar 1:2 but excludingexcavation, protection works, backfilling, concrete and masonry works in head walls and parapetsClause 1106.

Earth work excavation and depositing on bank with an initial lead of 10 M and lift of 2 M in ordinarygravel soils, BC soils including seigniorage charges etc. complete for foundations

Providing and laying Reinforced Cement Concrete in Super Structure as per Drawing and technical SpecificationClauses 800 ,1205.4 &1205.50

Supplying, fitting, and placing HYSD bar reinforcement in superstucture complete as per drawing and technical

specifications Clauses 1002,1010 and 1202.

Providing and Laying Cement Concrete wearing Course M30 Grade excluding reinforcement complete as perdrawing and technical specifications Clauses 800 and 1206.30.

FORMAT 7


Reference toMORD

Specifications

Amount inRs.


64/173

Page 64 of 173

1cum 6,803.08

18

1cum 577.91

19

1cum 247.91

./cum

20

1cum 257.93

./cum

Asst.Executive Engineer Deputy Executive Engineer Executive Engineer

PR-Charla PRSD-Venkatapuram PR Divn-Bhadrachalam

Superintending Engineer

PR Circle - Khammam

Providing and Laying Boulder apron for bed protection with stone boulders of minimum size and weight as pertable 1300.10 no fragment weighing not less than 25kg laid dry complete as per drawing and technical

specification Clause 1301.

Filling in between body walls with gravel including cost,conveyance and seignorage of all materials to site etc.,complete as per Clause 710.1.4 of IRC:78 and as per drawing and technical specifications for finished item ofwork.

Sand filling in foundation including cost, seignorage and conveyance of all materials to site and watering andtamping etc., complete. For finished item of work .


65/173

Data Sheet


66/173

S.No. Description of item Unit Qry Rate Amount

cum 100.00 13.00 1300.00

Seignorage Charges for earth cum 100.00 20.00 2000.00Total 6955.70

d) Over head charges & Contractors profit @ 16.50% on (a+b+c) 1147.69

Rate for 100 cum 8103.39Rate per cum = (a+b+c+d)/100 81.05

3

Taking Out put = 100 Cuma) Labour

Mate day 0.04 160.00 6.40

Mazdoor day 1.00 130.00 130.00b) Machinery

hour 0.50 2400.00 1200.00

Excavation in all soils upto SDR& stonematrix with machinary with in a raidus of5 mts Basic rate as per SS20B as perG.O Ms. No 10 dt:25.11.2002.

Earth work excavation and depositing on the bank for widening ofexisting embankment using cutted earth material with carting in all soilsupto soft disintegrated rock and stone matrix with in a radius of 5 Mincluding breaking clods, benching, ramming and sectioning theembankment and formation to a top width of 7.50 m upto 95% proctors

density etc. complete including seigniorage charges for raising andwidening the embankment using machinery as per SS 20A and technicalspecification APDSS 302 & 303 with a least lead of 500 m (carted earth)

Dozer D-50 for spreading @ 200 cum perh

Data Sheet


67/173


Taking out put = 300 cum

a) Labour

Mate day 0.40 160.00 64.00Mazdoor (Skilled) day 2.00 130.00 260.00

Mazdoor (Un-Skilled) day 8.00 130.00 1040.00

b) Machinery

hour 30.00 470.00 14100.00

Water tanker 6kl capacity hour 5.00 300.00 1500.00

Tractor with grader @ 25 cum per hour hour 12.00 300.00 3600.00Tractor with rotavator @ 25 cum per hour hour 12.00 300.00 3600.00

c) Material

Cost of materials9.5 mm to 4.75 mm @ 66% (Gravel) cum 255.00 68.00 17340.00

2.36 mm below @ 34% (Sand) cum 129.00 73.00 9417.00Sub-Total 50921.00

Conveyence

9.5 mm to 4.75 mm @ 66% (Gravel) cum 255.00 124.50 31747.502.36 mm below @ 34% (Sand) cum 129.00 135.90 17531.10

Grand Total 100199.60d) Over head charges & Contractors profit @ 16.50% on (a+b+c) 16532.93

Rate for 300 cum 116732.53

R t ( +b+ +d)/300 389 15

Three wheeled 80-100 kN power roller @

10 cum per hour

Well graded granular sub-base materialas per table 400.2

Data Sheet


68/173


Tractor with rotavator @ 25 cum per hour hour 12.00 300.00 3600.00

c) Material

Cost of materials

9.5 mm to 4.75 mm @ 66% (Gravel) cum 255.00 68.00 17340.002.36 mm below @ 34% (sand) cum 129.00 73.00 9417.00

Sub-Total 50921.00

Conveyence

9.5 mm to 4.75 mm @ 66% (Gravel) cum 255.00 124.50 31747.502.36 mm below @ 34% (sand) cum 129.00 135.90 17531.10

Grand Total 100199.60

d) Over head charges & Contractors profit @ 16.50% on (a+b+c) 16532.93Rate for 300 cum 116732.53

Rate per cum = (a+b+c+d)/300 389.15

6

Well graded granular sub-base materialas per table 400.2

Providing, Water Bound Macadam base for a compacted thickness of75mm using Grade-II HBG crushed stone aggregates (63 mm to 45 mmsize), screenings and binder confirming to table 400-8 of MORD "StandardSpecifications for the rural roads) including cost, seigniorage andconveyance of all materials, spreading in uniform thickness, handpacking, rolling with static power roller of 8-10 tons in stages to propergrade and camber, applying and brooming requisite type of screeningbinding materials to fill up the interstices of coarse aggregate, watering

and compacting to the required density or finished item of work asdirected by the Engineer-in-Charge as per MORD clause No.405

Data Sheet


69/173


Conveyence

cum 435.60 154.40 67256.64

cum 96.01 352.60 33853.13

cum 28.80 352.60 10154.88


d) Over head charges & Contractors profit @ 16.50% on (a+b+c) 64179.09

Rate for 360 cum 453143.30Rate per cum = (a+b+c+d)/360 1258.75

7

By manual Means

63 mm to 45 mm size HBG aggregates@ 0.91 cum per 10 sqm for compactedthickness of 75 mm. (avg of 60-63mm,50-55mm & 40-45mm size)

Type - B Screenings of 11.20 mm sizeHBG @ 0.20 cum per 10 sqm.

Binding material @ 0.06 cum per 10 sqm(Stone dust)

Providing, Water Bound Macadam base for a compacted thickness of75mm using Grade-III HBG crushed stone aggregates ( 53 mm to 22.40mm size), screenings and binder confirming to table 400-8 of MORD"Standard Specifications for rural roads) including cost, seigniorage andconveyance of all materials, spreading in uniform thickness, handpacking, rolling with static power roller of 8-10 tons in stages to propergrade and camber, applying and brooming requisite type of screeningbinding materials to fill up the interstices of coarse aggregate, wateringand compacting to the required density or finished item of work asdirected by the Engineer-in-Charge as per MORD clause No.405

Data Sheet


70/173


cum 435.60 220.47 96035.28

cum 86.40 352.60 30464.64


d) Over head charges & Contractors profit @ 16.50% on (a+b+c) 79075.54Rate for 360 cum 558321.22Rate per cum = (a+b+c+d+e)/360 1550.90

8

Taking out put = 1750 Sqma) Labour Charges

Mate day 0.04 160.00 6.40

Mazdoor (un-skilled) day 1.00 130.00 130.00b) Machinery

Hydraulic broom @ 1250 sqm per hour hour 1.40 250.00 350.00

Air compressor 210 cfm hour 1.40 320.00 448.00

hour 1.00 600.00 600.00

Water tanker 6 kL capacity per trip hour 0.50 300.00 150.00

53 mm to 22.4 mm size HBG aggregates@ 0.91 cum per 10 sqm for compactedthickness of 75 mm. (avg of 50-55mm,40-45mm & 22.4mm size)

Type - B Screenings of 11.20 mm sizeHBG @ 0.18 cum per 10 sqm.

Providing and applying Prime Coat with butimen emulsion (MediumSetting- SS-1) on prepared surface of granular base incliding cleaning ofroad surface and spraying primer at the rate of 0.85Kg/Sqm usingmechanical means as clause 502 of MORD.

Bitumen emulsion pressure ditributor @1750 sqm per hour

Data Sheet


71/173


Hydraulic broom @ 1250 sqm per hour hour 1.40 250.00 350.00Air compressor 210 cfm hour 1.40 320.00 448.00

hour 1.00 600.00 600.00

c) Materials

Cost of materials

MT 0.48 21047.94 10103.01

Sub-Total 11637.41

Conveyence

MT 0.48 1170.00 561.60


d) Over head charges & Contractors profit @ 16.50% on (a+b+c) 2012.84Rate for 1750 sqm 14211.85

Rate per sqm = (a+b+c+d+e)/1750 8.1510

Bitumen emulsion pressure ditributor @1750 sqm per hour

Bitumen emulsion (RS-1) @ 0.275 kg persqm

Bitumen emulsion (RS-1) @ 0.275 kg persqm

Providing and laying Open Graded Premix Carpet (OGPC) surfacingmaterial of 20 mm thick composed of 13.20 mm to 5.60 mm size machinecrushed hard blasted granite chips using bitumen of 60/70 grade at therate of 14.60 kgs per 10 sqm area of road surface over tack coat torequired line, level, grade to serve as wearing course on previouslyprepared base including mixing in a Hot Mix Plant of 30/40 TPH, layingwith mechanical paver finisher and rolloing with three wheeled 8-10Tonnes capacity power roller and finishing to required level and grades

including cost and conveyance of all materials from approved sources,seigniorage, labour charges and hire and operational charges of powerroad roller and all other machinery, tools and plants, providingbarricading for diversion of traffic erecting red flags other incidental and


72/173

Data Sheet


73/173


Conveyance

cum 67.50 352.60 23800.50

MT 7.35 1170.00 8599.50

Grand total 295839.90d) Over head charges & Contractors profit @ 16.50% on (a+b+c) 48813.58

Rate for 7500 sqm 344653.48

Rate per sqm = (a+b+c+d+e)/7500 46.00

12

I. P.C.C grade M 10

(i) Nominal mix 1:3:6


Cement t 0.250 4,380.00 1,095.00Coarse sand cum 0.480 256.30 123.0240 mm aggregate cum 0.576 576.80 332.24

20 mm aggregate cum 0.288 1,260.60 363.0510 mm aggregate cum 0.096 985.60 94.62

b) Labour

Crushed stone chipping of 6.7 mm size100% passing through 11.2mm seive andretained on 2.36 mm sieve applied @0.09 cum per 10 sqm.

Bitumen 60/70 grade @ 9.80 kgs per 10sqm.

Providing concrete for plain/reinforced concrete in openfoundations complete as per drawings and technicalspecifications Clause 802, 803, 1202 & 1203


74/173

Data Sheet

S No Description of item Unit Qr Rate Amo nt


75/173


Overheads & Contractors profit charges @ 16.5% on (a+b+c+d) 8.33

Rate per cum = a+b+c+d+e+f 58.83

16


t 1.05 33000.00 34,650.00

Binding Wire Kg 8.00 33000.00 264.00

b) Labour for cutting, bending, tying and placing in PositionMate day 0.44 160.00 70.40Blacksmith day 3.00 180.00 540.00Mazdoor (Unskilled) day 8.00 130.00 1,040.00

c) Overheads @ 16.5% on (a+b+c+d) 6,033.13

f) Rate per cum = a+b+c+d+e+f 42,597.53

17

Supplying, fitting, and placing HYSD bar reinforcement in superstucturecomplete as per drawing and technical specifications Clauses 1002,1010

and 1202.

HYSD bars including 5 per cent for lapsand wastage

Providing and Laying Cement Concrete wearing Course M30 Grade

excluding reinforcement complete as per drawing and technicalspecifications Clauses 800 and 1206.30.

Data Sheet

S No Description of item Unit Qry Rate Amount


76/173


18

Unit = Cum

a) Materail

Stone/ boulder (25kg minimum) Cum 1.20 274.30 329.16Stone Spalls Cum 0.20b) Labour

Mate day 0.04 160.00 6.40Mason( 1st class) day 0.35 180.00 63.00Mazdoor (Un skilled) day 0.75 130.00 97.50

d) Contractors profit @ 16.5% on (a+b+c) 81.85

Rate per cum = (a+b+c+d) 577.91

19

Gravel

Basic Rate of Quarry site Cum 1.00 68.00 68.00

Conveyance charges of gravel Cum 1.00 124.50 124.50Cum 1.00 20.30 20.30

Providing and Laying Boulder apron for bed protection with stoneboulders of minimum size and weight as per table 1300.10 no fragmentweighing not less than 25kg laid dry complete as per drawing andtechnical specification Clause 1301.

Filling in between body walls with gravel including cost,conveyance andseignorage of all materials to site etc., complete as per Clause 710.1.4 ofIRC:78 and as per drawing and technical specifications for finished itemof work.

Spreading charges including wateringand rolling with HRR to irrespectivethickness of layer

Data Sheet

S No Description of item Unit Qry Rate Amount


77/173


Asst.Executive Engineer Deputy Executive Engineer Executive Engineer PR-Charla PRSD-Venkatapuram PR Divn-Bhadrachala

Superintending EngineerPR Circle - Khammam

PRADHANA MANTRI GRAM SADAK YOJANAGEOMETRIC DESIGN OF HORIZONTAL CURVES

Name of the work ::R/F R&B Road to Puligundala of Charla (M)


78/173

Lc = II Rc180

Lc = Length of the curve.

Rc = Radius of the curve

= Interior angle of curve

Ts = Rc Tan

Ts = Tangent length.

Rc = Radius of the curve

Apex = Rc -Rc

Cos

For Plain Terrain

Ruling design speed =50 K.M.PH.

Minimum design speed = 40 K.M.PH.

Radius of the curve.

Ruling minimum radous = 60 Mts.

Absolute minimum radius = 45 Mts




79/173

Lc = II Rc

180

= 22/7x 60 x 53 = 55.500 Mtrs

180

But it is the existing road , length of the curve available at site is only 15.00 mts.

For Lc = 15 mts.

Rc = 180 x Lc 180 x 15 = 16.22 mts

3.14 x 3.14 x 53

e = V^2 40 x 40 = 0.44 mts

225 x Rc 225 x 16.22

But maximum Super elevation is limited to 7% = 0.07

V = R x 127 (e+f)

= 16.22x127x(0.075+.15 Kmph 21.28 kmphVelocity is limited to 20 kmph




80/173

e = V^2 x100 = ( 40.00)^2x100 = 11.85

225 x Rc 225x60

Rate of attain of Superelevation is 1 in 150.

2/3 e = 2/3x7 = 4.667

1/3 e = 1/3 x7 = 2.333

(7x3.75/2) / 100 x 150 x 2/3 = 13.13 Mtrs

(7x3.75/2) / 100 x 150 x 1/3 = 6.56 Mtrs

(2.5 x3.75/2) / 100 x 150 = 7.031 Mtrs

For curve -2 at Km 0/890Interior angle of curve = 22

F = e+f =7+15=22%.

R ruling = V^2 / 127(e+f) = 57.27 Mtrs

For the Plain terrain Ruling minimum radius as per Table 2.15 of IRC -SP-20-2002

=60 Mtrs For the village roads.

Hence provide Maxium Super Elevation of 7% as per clause 9.3. of I.R.C.73-1980 in plain and RollingTerrain.

For the village roads Plain Terrain minimum design speed is 40 K.M.P.H. as per table No-2 of I.R.C.-SP-20-2002

( 40 x 40 )/ 127 /0.22=




81/173


V = R x 127 (e+f) R x 127 (e+f

= 33.87 x 127 (0.07+0.1= 30.76

Velocity is limited to 30 kmph

Check for lateral skid:

e+f > V^2/127 x R (0.075+0.15) > 30 x 30

0.22 > 0.21 127x 33.87

Hence O.K Due to lack of curve length speed is limited to 30 kmph.

Extra widening as per table-18 of IRC 73-1980

For single lane Radius of the curve 21 to 60 mtrs = 0.60 mts exta widening is required.

Extra widening should be provided only on the inside of the curve due to plain circular curve

as per clause 9.6.5 of I.R.C. 73-1980.

F = e+f =7+15=22%.

V = (127 Rc F/100)^0.5

2/3 of super elevation and extra widening should be provided on the straight section before starting of thecircular curve and balance on 1/3 on the curve portion as per clause 9.3.3.of I.R.C. 73-1980.




82/173

For curve - 3 at Km 1/190

Interior angle of curve = 44

F = e+f =7+15=22%.

R ruling = V^2 / 127(e+f) = 57.27 Mtrs



Rc = 60

Ts = Rc Tan /2

= 60x Tan 44 /2

= 24.24 Mtrs

Lc = II x Rcx

180

= 22/7x 60 x 44 = 46.070 Mtrs

180

Apex = Rc -Rc = 60 -60

Cos /2 Cos 44 /2


( 40 x 40 )/ 127 /0.22=



Hence provide Maxium Super Elevation of 7% as per clause 9 3 Of I R C 73 1980 in plain and Rolling


83/173


2/3 e = 2/3x7 = 4.667

1/3 e = 1/3 x7 = 2.333

(7x3.75/2) / 100 x 150 x 2/3 = 13.125

(7x3.75/2) / 100 x 150 x 1/3 = 6.563

(2.5 x3.75/2) / 100 x 150 = 7.031



F = e+f =7+15=22%.

R ruling = V^2 / 127(e+f) = 57.27 Mtrs



Rc = 60

Ts = Rcx Tan /2

Hence provide Maxium Super Elevation of 7% as per clause 9.3. Of I.R.C.73-1980 in plain and RollingTerrain.

For the village roads Rolling Terrain minimum design speed is 40 K.M.P.H. as per table No-2 of I.R.C.-SP-20-2002

( 40 x 40 )/ 127 /0.22=


84/173




85/173

F = e+f =7+15=22%.

R ruling = V^2/127(e+f)= 57.27 Mtrs



Rc = 60

Ts = Rc xTan /2

= 60x Tan 30 / 2

= 16.07 Mtrs

Lc = IIx Rc x

180

= 22/7x 60 x 30 = 31.410 Mtrs

180

Apex = Rc -Rc = 60 - 60

Cos /2 Cos 30 / 2

= 2.16 Mtrs


( 40 x 40 )/ 127 /0.22=


86/173




87/173

V = (127 Rc F/100)^0.5

= 40.944

Rate of attaining super Elevation is 1 in 150.

e = V^2 x100 = (40.00)^2x100 = 11.85

225 Rc 225 x 60


2/3 e = 2/3x7 = 4.667

1/3 e = 1/3 x7 = 2.333

(7x3.75/2) / 100 x 150 x 2/3 = 13.125 Mtrs

(7x3.75/2) / 100 x 150 x 1/3 = 6.563 Mtrs

(2.5 x3.75/2) / 100 x 150 = 7.031 Mtrs

For curve -7 at Km 3/370


F = e+f =7+15=22%.

For the village roads Plain Terrain minimum design speed is 40 K.M.P.H. as per table No-2 of I.R.C.-73-1980


For the village roads Plain Terrain minimum design speed is 40 K M P H as per table No-2 of I R C -SP-20-


88/173



R ruling = V^2 / 127(e+f) = 57.27 Mtrs( 40 x 40 )/ 127 /


89/173

For the Plain terrain Ruling minimum radius as per Table 2.15 of IRC -SP-20-2002=60 Mtrs For the village roads.

Rc = 60

Ts = Rc Tan /2

= 60x Tan 19 /2

= 10.04 Mtrs

Lc = II Rc

180

= 22/7x 60 x 19 = 19.890 Mtrs

180

Apex = Rc -Rc = 60 -60

Cos /2 Cos 19 /2

= 0.83 Mtrs





=

2/3 of super elevation and extra widening should be provided on the straight section before starting of thecircular curve and balance on 1/3 on the curve portion as per clause 9 3 3 of I R C 73-1980





90/173

For curve 9 at Km 3/910

Interior angle of curve = 23F = e+f =7+15=22%.

R ruling = V^2 / 127(e+f) = 57.27 Mtrs



Rc = 60

Ts = Rc Tan /2

= 60x Tan 23/2

= 12.2 Mtrs

Lc = II x Rcx

180

= 22/7x 60 x 23 = 24.080 Mtrs

180

Apex = Rc -Rc = 60 -60

Cos /2 Cos 23 /2

= 1.22 Mtrs


For the village roads Plain Terrain minimum design speed is 40 K.M.P.H. as per table No-2 of I.R.C.-SP-20-

( 40 x 40 )/ 127 /=



2/3 e = 2/3x7 = 4.667


91/173

2/3 e 2/3x7 4.667

1/3 e = 1/3 x7 = 2.333(7x3.75/2) / 100 x 150 x 2/3 = 13.125

(7x3.75/2) / 100 x 150 x 1/3 = 6.563

(2.5 x3.75/2) / 100 x 150 = 7.031



F = e+f =7+15=22%.

R ruling = V^2 / 127(e+f) = 57.27 Mtrs



Rc = 60

Ts = Rcx Tan /2

= 60 x Tan 21/2

= 11.12 Mtrs

Lc = II x Rc x

For the village roads Rolling Terrain minimum design speed is 40 K.M.P.H. as per table No-2 of I.R.C.-SP-20-2002

( 40 x 40 )/ 127 /=


92/173





93/173

p

F = e+f =7+15=22%.

V = (127 Rc F/100)^0.5

= 40.944


e = V^2 x100 = (40.00)^2x100 = 15.8

225 Rc 225 x 60


2/3 e = 2/3x7 = 4.6671/3 e = 1/3 x7 = 2.333

(7x3.75/2) / 100 x 150 x 2/3 = 13.125 Mtrs

(7x3.75/2) / 100 x 150 x 1/3 = 6.563 Mtrs

(2.5 x3.75/2) / 100 x 150 = 7.031 Mtrs

F 12 t K 6/050

2/3 of super elevation and extra widening should be provided on the straight section before starting of the

circular curve and balance on 1/3 on the curve portion as per clause 9.3.3.of I.R.C. 73-1980.

For the village roads Plain Terrain minimum design speed is 40 K.M.P.H. as per table No-2 of I.R.C.-73-

Hence provide Maxium Super Elevation of 7% as per clause 9.3. Of I.R.C.73-1980 in plain and Rolling



Cos /2 Cos 15 / 2


94/173

= 0.51 MtrsExtra widening as per table-18 of IRC 73-1980

For Single lane Radius of the curve 21 to 60 mtrs = 0.60 mts.of



F = e+F =5+15=20%.

V = (127 Rc F/100)^0.5

= 40.944

Rate of attaining super Elevation is 1 in 150.e = V^2 x100 = (40.00)^2x100 = 11.85

225 Rc 225 x 60


2/3 e = 2/3x7 = 4.667

1/3 e = 1/3 x7 = 2.333

(7 3 75/2) / 100 150 2/3 13 125 Mt

2/3 of super elevation and extra widening should be provided on the straight section before starting of the

circular curve and balance on 1/3 on the curve portion as per clause 9.3.3.of I.R.C. 73-1980.





180


95/173

= 22/7x 60 x 37 = 37.740 Mtrs

180

Apex = Rc -Rc = 60 -60

Cos /2 Cos 37 / 2

= 3.26 Mtrs





F = e+F =5+15=20%.

V = (127 Rc F/100)^0.5

= 40.944


e = V^2 x100 = (40.00)^2x100 = 11.85225 Rc 225 x 60





Ts = Rcx Tan /2


96/173

= 60x Tan 61/2

= 35.34 Mtrs

Lc = II x Rc x

180

= 22/7x 60 x 61 = 63.870 Mtrs

180

But it is the existing road , length of the curve available at site is only 40.00 mts.

For Lc = 40.00 mts.

Rc = 180 x Lc 180 x 40 = 37.5 mts

3.14 x 3.14 x 61

e = V^2 40 x 40 = 0.19 mts

225 x Rc 225 x 37.50


V = R x 127 (e+f)

= 37.50 x 127 (0.07+0. = 32.36 kmph



e = V^2 x100 = (40.00)^2x100 = 11.85


97/173

225 Rc 225 x 60


2/3 e = 2/3x7 = 4.667

1/3 e = 1/3 x7 = 2.333

(7x3.75/2) / 100 x 150 x 2/3 = 13.125 Mtrs

(7x3.75/2) / 100 x 150 x 1/3 = 6.563 Mtrs

(2.5 x3.75/2) / 100 x 150 = 7.031 Mtrs

For curve -15 at Km 6/800


F = e+f =7+15=22%.

R ruling = V 2 / 127 (e+f) = 57.27 Mtrs



Rc = 60

Ts = Rcx Tan /2



( 40 x 40 )/ 127 /0.22=



V = R x 127 (e+f)


98/173

= 31.84 x 127 (0.07+0. = 29.82 kmph

Velocity is limited to = 25 kmph

Check for lateral skid:

e+f > V^2/127 x R (0.075+0.15) > 25 x 25

0.22 > 0.15 127x 31.84

Hence O.K Speed is limited to 25 kmph





F = e+f =7+15=22%.

V = (127 Rc F/100)^0.5

= 40.944


e = V^2 x100 = (40.00)^2x100 = 11.85





Rc = 60


99/173

Ts = Rcx Tan /2

= 60x Tan 43/2

= 23.63 Mtrs

Lc = II x Rc x

180

= 22/7x 60 x 43 = 45.020 Mtrs

180

Apex = Rc -Rc = 60 -60

Cos /2 Cos / 2

= Mtrs





F = e+F =5+15=20%.V = (127 Rc F/100)^0.5




R ruling = V ^ 2 / 127 (e+f) = 57 27 Mtrs


( 40 x 40 )/ 127 /


100/173

R ruling = V 2 / 127 (e+f) = 57.27 Mtrs



Rc = 60

Ts = Rcx Tan /2

= 60x Tan 23/2

= 12.2 Mtrs

Lc = II x Rc x

180

= 22/7x 60 x 23 = 24.080 Mtrs

180

Apex = Rc -Rc = 60 -60

Cos /2 Cos / 2

= 1.22 Mtrs


For Single lane Radius of the curve 21 to 60 mtrs = 0.60 mts.ofExtra widening should be provided only on the inside of the curve due to plain circular curve

( 40 x 40 )/ 127 /

0.22=


101/173





102/173




F = e+f =7+15=22%.

V = (127 Rc F/100)^0.5= 40.944


e = V^2 x100 = (40.00)^2x100 = 11.85

225 Rc 225 x 60


2/3 e = 2/3x7 = 4.667

1/3 e = 1/3 x7 = 2.333

(7x3.75/2) / 100 x 150 x 2/3 = 13.125 Mtrs

(7x3 75/2) / 100 x 150 x 1/3 = 6 563 Mtrs




GENERAL ABSTRACT

Name of the work : R/F R&B Road to Pulugundala of Charla (M)


103/173

Description of Item Amount in Rs

1 Providing B.T on road in Km 0/000 to km 8/360 21559416.00

2 Construction of pipe culvert of 1V x 600 mm dia., (Sub estimate -1) 840000.00

3 Construction of pipe culvert of 2V x 600 mm dia., (Sub estimate -2) 302000.00

4 Construction of Road dam fo 16mts length (Sub estimate-3) 620000.00

5 Construction of Road dam of 30 mts length (Sub estimate-4) 2635000.00

6 Construction of Road dam of 40 mts length (Sub estimate-5) 685384.00

7 Constrction of side drain for village portion (Sub estimate-6) 695000.00

8 Repairs to existing Road dam of 40 mts length (Sub estimate-7) 720000.00

TOTAL 28056800.00

7 Cost of preparation of DPRs @ Rs. 10000 / km 83600.00

8 KM & HM t d th i f t t @ 10000/k 83600 00

Sl.

No.


104/173

PRADHAN MANTHRI GRAM SADAK YOJANACOST ESTIMATE FOR ROAD WORK

Name of the work: R/F R&B Road to Puligundala of Charla (M) FORMAT:6

Description Unit Quantity Rate Amount

1 2 3 4 5 6

ABSTRACT ESTIMATE

Sl.No


105/173

1 2 3 4 5 6

1

1 Sqm 58520.00 2.90 169708.00

sqm ./sqm

2

Using Side Earth 1 cum 21686.90 81.05 1757724.00

cum /1cum

3

Clearind and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs,saplings and trees of girth up to 300mm, removal of stumps of such trees cut earlier and disposalof unserviceable materials and stacking of serviceable material to be used or auctioned upto alead of 1000m including disposal of top organic soil not exceeding 150 mm in thickness as pertechnical specification clause 201-1 of MORD.

Construction and widening of existing embankment with approved materails deposited at sitematerail obtained from roadway cutting including breaking clods, ramming, spreading, sectioning,grading, compacting with 8-10 Tonnes power roller to OMC compaction including to a top width

of 7.50M and raising to required height including seigniorage charges complete etc., as per therequirement of Table 300-1 and 300-2 as per technical specification clause 301.5 of MORD.

Earth work excavation and depositing on the bank for widening of existing embankment usingcutted earth material with carting in all soils upto soft disintegrated rock and stone matrix with in aradius of 5 M including breaking clods, benching, ramming and sectioning the embankment andformation to a top width of 7.50 m upto 95% proctors density etc. complete including seignioragecharges for raising and widening the embankment using machinery as per SS 20A and technicalspecification APDSS 302 & 303 with a least lead of 1000 m (carted earth)




1 2 3 4 5 6

ABSTRACT ESTIMATE

Sl.No


106/173

1 2 3 4 5 6

1 cum 10143.55 112.75 1143685.00cum /1cum

4 Picking old metalled surface 50-100 mm metal and sectioning ,labour charges etc., complete.

1 Cum 12757.50 17.50 22326.00

sqm /10 sqm

5

1 Cum 5312.76 389.15 2067462.00

cum /1cum

6

1 Cum 3191.68 389.15 1242041.00

cum /1cum

Construction of granular sub base by providing well graded meterial (i.e Stone aggregates of 9.5mm to 4.75 mm size Gravel of 66% and sand of size < 2.6mm @ 34% )having soaked CBR notless than 15% and Plasticity Index < 6 and stacking at site to the departmentel gauge for premeasurements and mixing them and spreading the same with motor grader in uniform layers of

loose thickness of not more than 225mm including mixing by mix in place method with rotavator toOMC and compacting with three wheeled power roller of 8 to 10 Tonnes capacity to achieve thedesired density, complete as per IRC technical specification clause 402 of MORD.

1st layer 150 mm compact thickness.

Construction of granular sub base by providing well graded meterial (i.e Stone aggregates of 9.5mm to 4.75 mm size Gravel of 66% and sand of size < 2.6mm @ 34% )having soaked CBR notless than 15% and Plasticity Index < 6 and stacking at site to the departmentel gauge for pre

measurements and mixing them and spreading the same with motor grader in uniform layers ofloose thickness of not more than 225mm including mixing by mix in place method with rotavator toOMC and compacting with three wheeled power roller of 8 to 10 Tonnes capacity to achieve thedesired density, complete as per IRC technical specification clause 402 of MORD.

2nd layer 100 mm compacted thickness.


107/173




1 2 3 4 5 6

ABSTRACT ESTIMATE

Sl.No


108/173

11

1 sqm 29905.27 23.25 695298.00

sqm ./sqm

12

1 sqm 29905.27 8.15 243728.00

sqm ./sqm13

1 sqm 29905.27 112.90 3376305.00

sqm ./sqm

Providing and applying Prime Coat with butimen emulsion (Medium Setting- SS-1) on preparedsurface of granular base incliding cleaning of road surface and spraying primer at the rate of0.85Kg/Sqm using mechanical means as clause 502 of MORD.

Providing and applying Tack Coat with butimen emulsion (Rapid Setting- RS-1) using emulsiondistributor @ 0.275 kg per sqm on prepared surface incliding cleaning of road surface andspraying primer at the rate of 0.275Kg/Sqm using mechanical means as clause 503 of MORD.

Providing and laying Open Graded Premix Carpet (OGPC) surfacing material of 20 mm thickcomposed of 13.20 mm to 5.60 mm size machine crushed hard blasted granite chips usingbitumen of 60/70 grade at the rate of 14.60 kgs per 10 sqm area of road surface over tack coat torequired line, level, grade to serve as wearing course on previously prepared base includingmixing in a Hot Mix Plant of 30/40 TPH, laying with mechanical paver finisher and rolloing withthree wheeled 8-10 Tonnes capacity power roller and finishing to required level and gradesincluding cost and conveyance of all materials from approved sources, seigniorage, labourcharges and hire and operational charges of power road roller and all other machinery, tools andplants, providing barricading for diversion of traffic, erecting red flags other incidental andoperational charges etc., complete for finished item of work as per clause 508 of MORD.


109/173




1 2 3 4 5 6

ABSTRACT ESTIMATE

Sl.No


110/173

19 Sub-Estimate - 4 (C/O Road dam for 30 mts length) 5 No 527000.00 Each 2635000.00

(at km 0/0-0/2, 5/4-5/6, 5/6-5/8, 7/8-8/0,8/2-8/4 )

20 Sub-Estimate- 5 (C/O Road dam for 40 mts length ) 1 No 685384.00 Each 685384.00

(at km 6/2-6/4 )

21 Sub-Estimate - 6 (C/O side drain at village portion ) 1 No 695000.00 Each 695000.00

22 Sub-Estimate - 7 (Repairs to existing CD works ) 1 No 720000.00 Each 720000.00(at km 0/4-0/6, 0/8-1/0, 0/8-1/0, 1/4-1/6, 1/6-1/8, 2/6-2/8 )

6497384.00

23 Cost of preparation of DPRs @ Rs. 10000.00 /km 8.36 10000.00 83600.00

kms /1kg

24 KM & HM stones and other infrastructure @ Rs. 10000.00 /km 8.36 10000.00 83600.00

kms /1kg

25 Inauguration and laying foundation stones 10000.00

26 Add: LS for other unforeseen items 521.00

TOTAL Rs. 28234000.00




1 2 3 4 5 6

ABSTRACT ESTIMATE

Sl.No


111/173

Asst.Exe.EngineerPR-Charla

Deputy Executive EngineerPRSD-Venkatapuram

Executive EngineerPR Divn-Bhadrachalam

Superintending EngineerPR - Circle - Khammam

PRADHANA MANTRI GRAM SADAK YOJANA

COST ESTIMATE FOR ROAD WORK

Deatailed Estimate


Description of item Unit NoMeasurements

QtyL B D

1 2 3 4 5 6 7 8 9

S.No


112/173

Page 112 of 173

1

Km 0/0 to 8/360 1 sqm 2 8360.00 2.50 - 41800.00

Deduct for 40% voids 16720.00

58520.00

sqm

2

For widening and raising as per calculation sheet - - - - 21686.90(0/0 to 1/5 , 1/760 to 6/200 , 6/560 to 8/360 ) cum

3

For widening and raising as per calculation sheet. - - - - 10143.55

( 1/500 to 1/760 , 6/200 to 6/560 ) cum

Clearind and grubbing road land including uprooting wild vegetation, grass, bushes,shrubs, saplings and trees of girth up to 300mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used orauctioned upto a lead of 1000m including disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201-1 of MORD.

Construction and widening of existing embankment with approved materailsdeposited at site materail obtained from roadway cutting including breaking clods,ramming, spreading, sectioning, grading, compacting with 8-10 Tonnes power roller toOMC compaction including to a top width of 7.50M and raising to required height includingseigniorage charges complete etc., as per the requirement of Table 300-1 and 300-2 as pertechnical specification clause 301.5 of MORD.

Earth work excavation and depositing on the bank for widening of existingembankment using cutted earth material with carting in all soils upto soft disintegratedrock and stone matrix with in a radius of 5 M including breaking clods, benching, rammingand sectioning the embankment and formation to a top width of 7.50 m upto 95% proctorsdensity etc. complete including seigniorage charges for raising and widening theembankment using machinery as per SS 20A and technical specification APDSS 302 & 303with a least lead of 1000 m (carted earth)



Deatailed Estimate



QtyL B D

1 2 3 4 5 6 7 8 9

S.No


113/173

Page 113 of 173

4

km 0/0 to 3/880 1 sqm 1 3800.00 3.75 - 14250.00

Deduct CD works

0/0 to 0/2 Road dam 1 sqm 1 30.00 3.75 - -112.50

0/8 to 1/0 Road dam 1 sqm 1 34.00 3.75 - -127.50

1/5 to 1/760 CC Road 1 sqm 1 260.00 3.75 - -975.00

1/8 to 2/0 Slab culvert 1 sqm 1 27.00 3.75 - -101.25

2/0 to 2/2 Slab culvert 1 sqm 1 1.00 3.75 - -3.75

2/6 to 2/8 Road dam 1 sqm 1 30.00 3.75 - -112.503/0 to 3/2 Road dam 1 sqm 1 16.00 3.75 - -60.00

12757.50

sqm5

Km 3/880 to 8/360 1 cum 1 4480.00 4.00 0.150 5376.00

Deduct CD works

4/8 to 5/0 Road dam 1 cum 1 16.00 4.00 0.150 -9.605/4 to 5/6 Road dam 1 cum 1 30.00 4.00 0.150 -18.00

5/6 to 5/8 Road dam 1 cum 1 30.00 4.00 0.150 -18.006/2 to 6/4 Road dam 1 cum 1 40.00 4.00 0.150 -24.00

7/8 to 8/0 Road dam 1 cum 1 30.00 4.00 0.150 -18.00

Picking old metalled surface 50-100 mm metal and sectioning ,labour charges etc.,complete.

Construction of granular sub base by providing well graded meterial (i.e Stoneaggregates of 9.5 mm to 4.75 mm size Gravel of 66% and sand of size < 2.6mm @34% )having soaked CBR not less than 15% and Plasticity Index < 6 and stacking atsite to the departmentel gauge for pre measurements and mixing them and spreading thesame with motor grader in uniform layers of loose thickness of not more than 225mmincluding mixing by mix in place method with rotavator to OMC and compacting with threewheeled power roller of 8 to 10 Tonnes capacity to achieve the desired density, complete as

per IRC technical specification clause 402 of MORD.1st layer 150 mm compact thickness.



Deatailed Estimate



QtyL B D

1 2 3 4 5 6 7 8 9

S.No

8/2 to 8/4 Road dam cum 1 30.00 4.00 0.150 -18.00


114/173

Page 114 of 173

1Curves:

For curve -9 at Km 3/910 1 Cum 1 24.08 0.60 0.150 2.17

1 Cum 2 6.56 (0.4+0.6)/2 0.150 0.98

1 Cum 2 13.13 (0+0.4)/2 0.150 0.79

For curve -10 at Km 4/330 1 Cum

main est-formats-puligundala

Documents