PPT, PIU Ratlam_8-lane Delhi-Mumbai Expressway

PPT for Delegation from MORTH

1. 8-Lane Delhi-Mumbai
Expressway
WELCOME
Respected Guests
Delegation from MoRTH
Site Visit On 26
th
-27
th
August 2022
:-:
NHAI-PIU, Ratlam
1

2. Delhi Mumbai Expressway (NE 4)
Length = 1350 Km
Travel Time = 12 Hours
(Existing Route Travel Time = 22 Hours)
MP State Section (NE 4)
Length = 244.50 Km (9 Nos. Pkgs)
Travel Time of MP section = 2:15 Hours
Presently Constructing to 8 Lanes
Future Expansion upto12 Lanes
DM Expressway
2

3. Location MAP
3

4. Route Plan for visit of MoRT&H Delegates to
Delhi-Vadodara Expressway on 26 & 27-08-2022
4

5. 5

6. 6

7. Package Wise EPC Cost
7244.50 8204.438437.1135.097Total
P-17
P-23
P-24
P-25
21.05 GRIL 820.55 847.00
23.15 GRIL 952.33 996.27
Awarded
EPC Cost
(Rs. Crores)
Estimated
EPC Cost
(Rs. Crores)
EPC
Contractor
Length
Km
Cost/ Km
(Rs. Crores)
Pkg No.
32.00 MKC
25.30 GRIL 1010.21
973.78 1094.97
840.00
743.89
888.42
1047.00
884.00
880.62
736.67
919.63
1022.22
P-18
P-19
P-20
P-21
P-22
33.00
29.50
25.30
30.20
25.00 L&T
GRIL
MKC
GHV
GRIL 990.97
993.01
41.38
40.24
43.04
27.63
33.18
28.47
29.40
32.81
39.72

8. Package Wise Main Work
8Package
No.
Length
Km
Road
Length
(Km)
Structure
Length
(Km)
Major
Bridge
(Nos.)
Minor
Bridge
(Nos.)
ROB
(Nos.)
Inter
change
(Nos.)
Under
pass
(Nos.)
Overpass
(Nos.)
Culverts
Nos.)
Fee Plaza
(Nos.)
WSA
(LHS+RHS)
(Nos.)
Tree
Plantation
(Nos.)
Slope
Protection
(Km)
P-1732.030.81.26130 131 066 1 07400019.4
P-1833.031.41.67170 224 269 1 27000022.7
P-1929.528.21.34130 120 271 1 26880013.3
P-2025.323.41.98120 014 051 0 05900013.8
P-2130.228.91.31101 321 061 2 26700020.0
P-2225.023.21.94261 214 141 1 0620008.5
P-2325.322.03.39300 09 456 0 25100016.0
P-2421.118.72.415140 06 549 0 04400015.0
P-2523.220.82.311150 114 246 1 44900015.6
Total244.5227.317.2651502 1015316510 7 12544800144.4

9. Package Wise Progress
9
PkgNo.EPC
AD
Start Date
Orig.
Day
OSC
Date
EOT
Days
Revis
Date
2019 2020 2021 2022
Total
Length
Km
Length
Compltd
Fin.
%
Phy.
%
Oct Nov Dec Jan Feb Mar April May June July Aug Sept Oct Nov Dec Jan Feb Mar April May June July Aug Sept Oct Nov Dec Jan Feb Mar April May June July Aug Sept Oct Nov Dec
P-17MKC7.10.207307.10.220 31.12.22 32.0030.38286
P-18GRIL7.2.20730 5.2.2232831.12.22 33.0033.09095
P-19MKC5.11.207304.11.220 31.12.22 29.5027.67376
P-20GHV6.12.197304.12.21180 211.22 25.3022.78789
P-21GRIL10.12.197304.12.2128721.9.22 30.2030.29294
P-22L&T20.11.2073019.11.220 31.8.22 25.0024.99899
P-23GRIL29.5.2073028.5.2220621.12.22 25.3019.97475
P-24GRIL5.3.20730 4.3.2225414.11.22 21.0521.09293
P-25GRIL5.3.20730 4.3.2225414.11.22 23.1521.58688
Total 244.50231.18688
Original Period Extended Period Time Lapsed

10. MP Section Progress
10MP Section UnitScope Completed
% age
Completed
Road Length Km 227.3 218.1 96
Structure LengthKm 17.2 12.9 75
Total Km 244.5 231.1 94
Major Bridge Nos. 65 48 74
Minor Bridge Nos. 150 137 91
Interchange Nos. 10 10 100
ROB Nos. 2 2 100
Underpass Nos. 152 151 99
Overpass Nos. 16 11 69
Total Nos. 395 359 89
WSA Nos. 12 5 42
Fee Plaza Nos. 7 6 86
Total Nos. 19 11 64

11. MP Section Completion Schedule
Start Date –6 Dec 2019
Completion Date –31 Dec 2022
Dates from First Award to Last Completion
11

12. Unique Features
1. Perpetual Flexible Pavement
2. Latest ATMS
3. World Class WSA / Fee Plaza
4. Automatic Drip Irrigation System
5. Plantation Scheme
6. Proposed Art work on sidewall in hill cutting
7. Rainwater Harvesting
8. Slope Protection with Geo-Cell and Turfing
12

13. 1. Perpetual Flexible Pavement
1.DesignandBuildPavementthatnotfailinfatigueandhavelonger
structurallife,thusattaining“Perpetuality”andhencereferredas
PerpetualPavement.
2.Designedon‘EnduranceLimit’(RepetitiveStress)andNoton
‘TrafficCalculation’(PCU)
13

14. Minimum Crust of Perpetual Pavement
Pavement Layer
Pavement
Type
Crust
Layer Thickness (mm)
SMA asWearing Course
Perpetual
50
Bituminous Base Course (DBM) 250
Non-Bituminous Base Course (WMM) 150
Sub-Base Course (GSB) 200
Subgrade 500
14

15. SMA Air Voids
15

16. Perpetual Vs Conventional Pavement
Technical
Properties
Perpetual Pavement Conventional Pavement
Design CriteriaMechanical design basically computes
and checks the sufficiency of the
mechanistic response in terms of
maximum horizontal tensile strains at
the bottom of the lowest HMA layer and
the maximum vertical compressive
strains on top of sub-grade.
Conventional pavement based
on the 1993 AASHTO pavement
design guide, thickness of the
pavement depends on the
increasing traffic resulting overly
conservative cross-section and
unnecessary added cost.
Deterioration
Rate
Deterioration rate is low w.r.t. age. High compared to perpetual
pavement.
Failure
Mechanism
Top down longitudinal cracking. Bottom up fatigue cracking.
ReconstructionOnly time to time rehabilitation required.Reconstruction required after a
certain period of time.
Use Delay CostLower due to shorter work zone periods
and off-peak period constructions.
Higher.
Layer
Specifications
Layer are well defined and each layer
has its own purpose.
Layer are not well defined.
16

17. SMA Vs BC
Properties SMA BC
Definition SMA is a gap graded mix which contains more
amount of coarse aggregates hardly bonded by
matrix consisting of filler, bitumen, fine
aggregate and stabilizing additives (Cellulose
Fiber).
BC consists of well graded coarse
and fine aggregate, filler and
bitumen.
Visual Surface Skelton Smooth
Prefer Uses Very Heavy Traffic Medium to Heavy Traffic
Pavement Name Long Life Perpetual Flexible Flexible
Mix Bitumen, Coarse Aggregate, Fine Aggregate,
Filler, Anti Stripping Agent, Stabilizing Additives
Bitumen, Coarse Aggregate, Fine
Aggregate, Filler, Anti Stripping
Agent
Type of Binder VG-30, VG-40, MB, PMB VG-30, VG-40, MB, PMB
Binder content by weight
of mix (%)
>5.8% >5.2%
Coarse Aggregate (%) 75% –80% 50%-60%
Fine Aggregate (%) 20% –25% 40% –50%
Filler Content (%) by
weight of aggregate
At least 2%
Hydrated Lime OR Rock Dust.
At least 2%
Cement/Hydrated Lime/Rock Dust
Stabilizing Additives by
weight of mix (%)
Minimum 0.3% Nil
Air Voids (%) 4% 3% –5%
Layer Thickness, mm 40mm –75mm 30mm –50mm
17

18. 2. Latest ATMS –Equipped with Solar
1.TrafficMonitoringCameraSystem atSpacingof@1Km
2.VehicleSpeedDetectionSystemEquip.atSpacing@1Km
3.EmergencyCallBox atSpacing@1Km
4.VideoIncidentDetectionSystemEquip.atSpacingof@5Km
5.VariableMessageSigns atInterchange/FeePlaza
6.PortableVMS 1No.ineachPkg.
7.ControlCentreforall9Pkg.(P-17toP-25)1No.InP-21
18

19. Latest ATMS
Traffic Monitoring Camera
System at Spacing of @ 1 Km
Motion Détections surveillance
camera, hooter alarm with
beacon, and all-in-one solar street
light.
19

20. Latest ATMS
VideoIncidentDetection
SystemEquip.atSpacing
of@5Km
VIDSCamera-3perlocation
20

21. Latest ATMS
VehicleSpeedDetection
SystemEquip.atSpacing
@1Km
VehicleActuatedSpeed
Display(VASD)System(one
eachforeachlaneineach
direction+shoulder)with
Solar
21

22. Latest ATMS
VariableMessageSigns
neartoInterchange/Fee
Plaza
True Colour High Pitch
VMS Message Sign -M
Type) (5000mm x 2000m)
22

23. Latest ATMS
ControlCentreforall9
Pkg.(P-17toP-25)
1No.inP-21
VideoWallDisplay
23

24. 3. World Class WSA
1. Dormitory
2. Motel
3. Travel Desk
4. Dhaba
5. Petrol Pump
6. Restaurant
7. Repair and
Maintenance
8. Trauma
Center
9. Helipad
10 Parking
11. Others
24

25. Toll Plaza –All Lane Hybrid ETC
Pkg-25
On Loop/
Ramp
Pkg-21
On Full
MCW
25

26. 4. Drip Irrigation System
Solar Based Drip
Irrigation System
26

27. 5. Plantation Scheme
27

28. Plantation Cross section
28

29. Plantation Scheme
29

30. Transplantation
30
Package-24

31. Transplantation
31
Package-24

32. 32
Plantation Scheme

33. 33
Plantation Scheme

34. Imli
Bargad
Mango
Mahua
Jamun
Neem
Arjun
Chirol
Peepal
34

35. 6. Rain Water Harvesting
At every 500m
in the entire
length
35

36. Innovative Tech./ Method
1.Hydraulic Post Driver for MBCB
2.Shear Line Machine for TP Road Marking
3.Centeralized Bar Bending Cutting
4.Precast Segments for Box Culvert
5.Precast Girder, Beam, Plank
6.Slipform Paver for RCC Crash Barrier
7.Slope Protection with Geocell
8.SMA Density Checking By PQI
9.Expansion Joints Installation
36

37. 1. Hydraulic Post Driver for MBCB
37

38. 2. Shear Line Machine for TP Marking
38

39. 3. Centeralized Bar Bending Cutting
39

40. 4. Precast Segments for Box Culvert
40

41. 5. Slipform Paver -RCC Crash Barrier
41

42. 6. Precast Bridge Girder, Beam, Plank
42

43. 7. Slope Protection with Geocell
Embankment Slope Protection –Geocell +Turfing
43

44. 8. Expansion Joint Installation
1 2
5
3
6 7 8
4
44

45. Expansion Joint Installation
45

46. Field Tests
46

47. SMA Density Checking by PQI
47

48. Camber Checking
48

49. Side Slope Checking
49

50. Median Slope Checking
50

51. Ultrasonic Pulse Velocity Test
51

52. Rebound Hammer Test
52

53. Thermoplast Marking Test
53

54. Pile Load Test
54

55. Compressive Strength Test
55

56. Sign Board Reflectivity Test
56

57. Thanks
57
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