Main Est-Formats-puligundala
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Transcript of Main Est-Formats-puligundala
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GOVERNMENT OF ANDHRA PRADESH
PANCHAYAT RAJ ENGINEERING DEPARTMENT
PRADHAN MANTRI GRAM SADAK YOJANA
RIAD - PHASE -
KHAMMAM DISTRICT
PACKAGE NO AP
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PRADHAN MANTRI GRAM SADAK YOJANA
SUMMARY SHEET
Unconnected habitations Package No.
>1000 500-1000 250-500
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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
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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
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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
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PRADHAN MANTRI GRAM SADAK YOJANA
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
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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.
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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?)
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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
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
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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
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
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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
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
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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
# 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
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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
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)
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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
Lingap m 0/0
R
CHAR&
HQRSB
R
WAY TO PWD ROAD ( BCM O
A
D
B
K C
O M
T
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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
Km
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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
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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
hs
hs
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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
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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
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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
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)
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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
Lingap m 0/0
R
CHA&
HQRSB
R
WAY TO PWD ROAD ( BC O
A
D
B
K CO M
T
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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
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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
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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
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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
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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
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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
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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
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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
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FIELD DATA SHEET FOR TRAFFIC CENSUS (BOTH DIRECTIONS)
Name of the Road R&B Road to Puligundala
Location of Road Pedda BandirevuDistrict : Khammam Date: 06-02-2008State : 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 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
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 Engineer PR-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
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FIELD DATA SHEET FOR TRAFFIC CENSUS (BOTH DIRECTIONS)
Name of the Road R&B Road to Puligundala
Location of Road Pedda BandirevuDistrict : Khammam Date: 07-02-2008State : 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 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
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 Engineer PR-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
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SUMMARY OF 3 - DAY COUNT
Name of the Road R&B Road to Puligundala
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
Asst.Executive Engineer Dy.Exe.Engineer Executive Engineer Superintending Engineer PR-Charla PRSD-Venkatapuram PR Divn-Bhadrachalam PR Circle Khammam
Cars, Jeeps,Vans, Three
wheelers
MotorisedTwo
wheelers
LightCommercial
Vehicles
AgriculturalTractors /Trailers
CycleRickshaws
Animal Drawnvehicles
4.0 HorseDrawn 6.0 forBullock drawn
Average daily TrafficPCUs
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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 &
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PR-Charla (M) P.R.S.D.Venkatapuram P.R.Divn.Bhadrachalam P.R.Circle , Khammam
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1.7908
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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
7/4 to 7/6 Proposed 1V x 0.60 mts pipe cuvlert
7/0 to 7/2 Proposed 1V x 0.60 mts pipe cuvlert
7/0 to 7/2 Proposed 1V x 0.60 mts pipe cuvlert
7/0
Paddy
6/8 to 7/0 Proposed Road dam of 40 mts
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
5/0 to 5/2 Proposed Road dam of 16 mts
0
Existing Earthen surface k3/880to8/360
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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.
0/6 to 0/8 Existing 1V x 0.60 mts pipe culvert
0/4 to 0/6 Existing 1V x 0.60 mts pipe culvert
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
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PRADHAN MANTRI GRAM SADAK YOJANA
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
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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
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TYPICAL CROSS-SECTION
Name of work :- R/F R&B Road to Puligundala of Charla Mandal
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
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TYPICAL CROSS-SECTION
Name of work :- R/F R&B Road to Puligundala of Charla Mandal
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
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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
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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
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QUARRY CHART
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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
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QUARRY MAP
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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
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DISCHARGE CALCULATIONS
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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.
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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
/
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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.
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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.
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FORMAT 7RATE ANALYSIS
Name of the work :- R/F R&B Road to Puligundala of Charla Mandal.
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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.
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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
Description UnitSl.No.
Reference toMORD
Specifications
Amount inRs.
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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
Description UnitSl.No.
Reference toMORD
Specifications
Amount inRs.
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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
Description UnitSl.No.
Reference toMORD
Specifications
Amount inRs.
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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 .
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Data Sheet
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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
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S.No. Description of item Unit Qry Rate Amount
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
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S.No. Description of item Unit Qry Rate Amount
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
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S.No. Description of item Unit Qry Rate Amount
Conveyence
cum 435.60 154.40 67256.64
cum 96.01 352.60 33853.13
cum 28.80 352.60 10154.88
Grand Total 388964.21
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
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S.No. Description of item Unit Qry Rate Amount
cum 435.60 220.47 96035.28
cum 86.40 352.60 30464.64
Grand Total 479245.68
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
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S.No. Description of item Unit Qry Rate Amount
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
Grand Total 12199.01
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
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Data Sheet
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S.No. Description of item Unit Qry Rate Amount
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
Unit = cuma) Material
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
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Data Sheet
S No Description of item Unit Qr Rate Amo nt
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S.No. Description of item Unit Qry Rate Amount
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
Unit = cuma) Material
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
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S.No. Description of item Unit Qry Rate Amount
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
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S.No. Description of item Unit Qry Rate Amount
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)
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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
PRADHANA MANTRI GRAM SADAK YOJANAGEOMETRIC DESIGN OF HORIZONTAL CURVES
Name of the work ::R/F R&B Road to Puligundala of Charla (M)
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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
PRADHANA MANTRI GRAM SADAK YOJANAGEOMETRIC DESIGN OF HORIZONTAL CURVES
Name of the work ::R/F R&B Road to Puligundala of Charla (M)
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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=
PRADHANA MANTRI GRAM SADAK YOJANAGEOMETRIC DESIGN OF HORIZONTAL CURVES
Name of the work ::R/F R&B Road to Puligundala of Charla (M)
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But maximum Super elevation is limited to 7% = 0.07
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.
PRADHANA MANTRI GRAM SADAK YOJANAGEOMETRIC DESIGN OF HORIZONTAL CURVES
Name of the work ::R/F R&B Road to Puligundala of Charla (M)
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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
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 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
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=
PRADHANA MANTRI GRAM SADAK YOJANAGEOMETRIC DESIGN OF HORIZONTAL CURVES
Name of the work ::R/F R&B Road to Puligundala of Charla (M)
Hence provide Maxium Super Elevation of 7% as per clause 9 3 Of I R C 73 1980 in plain and Rolling
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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 = 13.125
(7x3.75/2) / 100 x 150 x 1/3 = 6.563
(2.5 x3.75/2) / 100 x 150 = 7.031
For curve - 4 at Km 1/370
Interior angle of curve = 51
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.
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=
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PRADHANA MANTRI GRAM SADAK YOJANAGEOMETRIC DESIGN OF HORIZONTAL CURVES
Name of the work ::R/F R&B Road to Puligundala of Charla (M)
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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.
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
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=
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PRADHANA MANTRI GRAM SADAK YOJANAGEOMETRIC DESIGN OF HORIZONTAL CURVES
Name of the work ::R/F R&B Road to Puligundala of Charla (M)
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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
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 = 13.125 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
Interior angle of curve = 70
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
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-
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PRADHANA MANTRI GRAM SADAK YOJANAGEOMETRIC DESIGN OF HORIZONTAL CURVES
Name of the work ::R/F R&B Road to Puligundala of Charla (M)
R ruling = V^2 / 127(e+f) = 57.27 Mtrs( 40 x 40 )/ 127 /
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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
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.
=
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
PRADHANA MANTRI GRAM SADAK YOJANAGEOMETRIC DESIGN OF HORIZONTAL CURVES
Name of the work ::R/F R&B Road to Puligundala of Charla (M)
For curve - 9 at Km 3/910
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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
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 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
Extra widening as per table-18 of IRC 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-
( 40 x 40 )/ 127 /=
PRADHANA MANTRI GRAM SADAK YOJANAGEOMETRIC DESIGN OF HORIZONTAL CURVES
Name of the work ::R/F R&B Road to Puligundala of Charla (M)
2/3 e = 2/3x7 = 4.667
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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
For curve - 10 at Km 4/330
Interior angle of curve = 21
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.
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 /=
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PRADHANA MANTRI GRAM SADAK YOJANAGEOMETRIC DESIGN OF HORIZONTAL CURVES
Name of the work ::R/F R&B Road to Puligundala of Charla (M)
as per clause 9.6.5 of I.R.C. 73-1980.
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p
F = e+f =7+15=22%.
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 = 15.8
225 Rc 225 x 60
Rate of attain of Superelevation is 1 in 150.
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
PRADHANA MANTRI GRAM SADAK YOJANAGEOMETRIC DESIGN OF HORIZONTAL CURVES
Name of the work ::R/F R&B Road to Puligundala of Charla (M)
Cos /2 Cos 15 / 2
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= 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
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 =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
Rate of attain of Superelevation is 1 in 150.
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.
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
PRADHANA MANTRI GRAM SADAK YOJANAGEOMETRIC DESIGN OF HORIZONTAL CURVES
Name of the work ::R/F R&B Road to Puligundala of Charla (M)
180
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= 22/7x 60 x 37 = 37.740 Mtrs
180
Apex = Rc -Rc = 60 -60
Cos /2 Cos 37 / 2
= 3.26 Mtrs
Extra widening as per table-18 of IRC 73-1980
For Single lane Radius of the curve 21 to 60 mtrs = 0.60 mts.of
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 =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 = 11.85225 Rc 225 x 60
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.
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-
PRADHANA MANTRI GRAM SADAK YOJANAGEOMETRIC DESIGN OF HORIZONTAL CURVES
Name of the work ::R/F R&B Road to Puligundala of Charla (M)
Ts = Rcx Tan /2
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= 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
But maximum Super elevation is limited to 7% = 0.07
V = R x 127 (e+f)
= 37.50 x 127 (0.07+0. = 32.36 kmph
PRADHANA MANTRI GRAM SADAK YOJANAGEOMETRIC DESIGN OF HORIZONTAL CURVES
Name of the work ::R/F R&B Road to Puligundala of Charla (M)
e = V^2 x100 = (40.00)^2x100 = 11.85
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225 Rc 225 x 60
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 = 13.125 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
Interior angle of curve = 45
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.
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 Rolling
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 /0.22=
PRADHANA MANTRI GRAM SADAK YOJANAGEOMETRIC DESIGN OF HORIZONTAL CURVES
Name of the work ::R/F R&B Road to Puligundala of Charla (M)
V = R x 127 (e+f)
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= 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
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
= 40.944
Rate of attaining super Elevation is 1 in 150.
e = V^2 x100 = (40.00)^2x100 = 11.85
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.
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-
PRADHANA MANTRI GRAM SADAK YOJANAGEOMETRIC DESIGN OF HORIZONTAL CURVES
Name of the work ::R/F R&B Road to Puligundala of Charla (M)
Rc = 60
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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
Extra widening as per table-18 of IRC 73-1980
For Single lane Radius of the curve 21 to 60 mtrs = 0.60 mts.of
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 =5+15=20%.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.
PRADHANA MANTRI GRAM SADAK YOJANAGEOMETRIC DESIGN OF HORIZONTAL CURVES
Name of the work ::R/F R&B Road to Puligundala of Charla (M)
R ruling = V ^ 2 / 127 (e+f) = 57 27 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 /
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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.
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
Extra widening as per table-18 of IRC 73-1980
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=
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PRADHANA MANTRI GRAM SADAK YOJANAGEOMETRIC DESIGN OF HORIZONTAL CURVES
Name of the work ::R/F R&B Road to Puligundala of Charla (M)
Extra widening as per table-18 of IRC 73-1980
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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= 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
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 = 13.125 Mtrs
(7x3 75/2) / 100 x 150 x 1/3 = 6 563 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.
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 RollingTerrain.
GENERAL ABSTRACT
Name of the work : R/F R&B Road to Pulugundala of Charla (M)
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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.
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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
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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)
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
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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.
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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
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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.
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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
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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
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
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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
Name of work : R/F R&B Road to Puligundala of Charla Mandal.
Description of item Unit NoMeasurements
QtyL B D
1 2 3 4 5 6 7 8 9
S.No
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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)
PRADHANA MANTRI GRAM SADAK YOJANA
COST ESTIMATE FOR ROAD WORK
Deatailed Estimate
Name of work : R/F R&B Road to Puligundala of Charla Mandal.
Description of item Unit NoMeasurements
QtyL B D
1 2 3 4 5 6 7 8 9
S.No
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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.
PRADHANA MANTRI GRAM SADAK YOJANA
COST ESTIMATE FOR ROAD WORK
Deatailed Estimate
Name of work : R/F R&B Road to Puligundala of Charla Mandal.
Description of item Unit NoMeasurements
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
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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