Technical Schedule-NH207-Km 0 To KM 42-Pkg 1
Technical Schedule-NH207-Km 0 To KM 42-Pkg 1
Technical Schedule-NH207-Km 0 To KM 42-Pkg 1
TECHNICAL SCHEDULE (A to D)
JANUARY 2019
G-5 & 6, Sector – 10, Dwarka, New Delhi – 110 075
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SCHEDULE-A
1 THE SITE
1.1 Site of the two/four lane Project Highway shall include the land, buildings, structures and
road works as described in Annex-I of this Schedule-A.
1.2 An inventory of the Site including the land, buildings, structures, road works, trees and
any other immovable property on, or attach to, the Site shall be prepared jointly by the
Authority Representative and the Concessionaire, and such inventory shall form part of
the memorandum referred to in Clause 10.3.1 of the Agreement.
1.3 Additional land required for Toll Plazas / Toll Booths, Truck Lay bye, Traffic Aid Posts,
Medical Aid Posts and vehicle rescue posts or for construction of works specified in the
Change of Scope Order issued under Clause 16.2.3 of this Agreement shall be acquired
in accordance with the provisions of Clause 10.3.6 of this Agreement. Upon acquisition,
such land shall form part of the Site and vest in the Authority.
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Annex – I
(Schedule-A)
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Appendix A-1
DABASPET
HOSKOTE
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2 Land
The site of the project highway comprises the land (existing right of way) as described below:
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3 Carriageway
The present carriageway of the Project Highway is 2 Lane/4 Lane (under construction/partially constructed). The type of the existing
pavement shown in table below.
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4 Major Bridges-
Existing
No. of Spans with span
S. No. Chainage Type of Structures Width (m)
length (m)
(Km)
NIL
Existing
S. No. Chainage Type of Structure No. of Spans Width (m)
(Km)
NIL
6 Grade Separators
The site includes the following Grade Separators:
7 Minor Bridges
The Site includes the following Minor Bridges:
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8 Culverts
The Site has the following culverts:
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Span/Opening
Existing Type
S. with
Chainage of Formation Width (m)
No. span length
(km) Culvert
(m)
1 138.340 Slab 1 x 2.0 x 1.5 12
2 135.653 Slab 1 x 1.2 x 2.0 13.8
3 135.522 Slab 1 x 1.2 x 1.0 13.8
4 126.717 Slab 1 x 3.3 x 3.0 13.3
5 123.231 Slab 1 x 2.5 x 3.0 12.8
6 117.567 Slab 1 x 4.0 x 1.0 12.8
7 116.232 Slab 1 x 1.0 x 1.0 12.8
8 114.622 Slab 1 x 1.2 x 1.0 12.8
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S. Existing
Side Village
No. Chainage (km)
1 137.900 LHS
2 127.500 RHS Appakaranahalli
3 125.700 RHS Hulikunte
4 119.350 RHS
5 113.400 LHS Kooganahalli
6 111.100 LHS -
7 97.500 LHS Nagadenahalli
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13 Built-up Area
The project highway passes through the following built-up areas
Side
Length (LHS /
S. Existing Chainage (km) Village name
(m) RHS /
No Both)
From To
1 138.100 137.660 0.440 Both Pemmanahalli
Sompura Industrial
2 136.960 134.560 2.400 Both
Area
3 134.210 134.010 0.200 Both Makanakuppe
Proposed ROB
4 0.100 Both Muddalinganahalli
Realignment
5 131.140 130.940 0.200 Both Oblapura
6 130.110 129.810 0.300 Both Adiwasahalli
7 125.790 125.690 0.100 Both Hallikunte
8 124.940 124.790 0.150 LHS Dyavasandra
9 122.810 122.710 0.300 Both Kattihosahalli
10 119.630 119.070 0.560 Both Chikkabelavangala
11 118.190 117.630 0.560 Both Dodbelvangala
12 117.510 117.140 0.370 LHS Ajjinakatte
13 116.030 115.740 0.290 Both Naranahalli
Kurebarahalli
14 114.020 113.870 0.150 LHS
Colony
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Side
Length (LHS /
S. Existing Chainage (km) Village name
(m) RHS /
No Both)
From To
Doddaballapur Bypass
15 0.150 Both Thippapura
under construction
Doddaballapur Bypass KIADB Industrial
16 1.210 Both
under construction Area
17 98.590 98.420 0.170 Both Moparahlli
18 97.670 97.370 0.300 Both Beerasandra
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15 Major Junction
The details of major junctions are as follows:
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16 Minor Junctions
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SCHEDULE – B
2.2 The Project Highway shall be designed and constructed in conformity with the
specifications and standards set forth in Annex-I of Schedule-D.
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ANNEX – I
(Schedule-B)
Description of Four/Six Laning with paved shoulder
1. Width of carriageway
1.1 (i) Existing Km 138.320 of NH-207 / existing Km 52.775 of NH-4 (Design Chainage
Km 0.000) to proposed STRR Junction at existing Km 131.288 of NH-207 (Design
Chainage Km 7.280): Four-Laning with paved shoulders shall be undertaken. The paved
carriageway shall be as per paragraph 4.3 of Annex-I to Schedule-B.
1.2 Except as otherwise provided in this agreement, the width of the paved carriageway and
cross- sectional features shall conform to paragraph 1.1 above.
2. Project Facilities
Project facilities shall be constructed in conformity with Annex-I of Schedule-C.
4.1 Realignments
The existing road shall be improved to the standards as specified in the Manual at the
following locations:
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4.2 Bypasses
The existing road shall be bypassed to the standards as specified in the Manual at the
following locations:
Doddaballapura
1 108.651 98.417 29.970 40.770 10.800
Bypass
Design
S. Chainage TCS Design Length
No. From To Type (km)
(Km) (Km)
1 0.000 0.630 TCS 1 0.630
2 0.630 2.920 TCS 2 2.290
3 2.920 3.640 TCS 3 0.720
4 3.640 3.800 TCS 2 0.160
5 3.800 4.440 TCS 3 0.640
6 4.440 5.680 TCS 2 1.240
7 5.680 6.440 TCS 3 0.760
8 6.440 6.750 ROB 0.310
9 6.750 6.870 TCS 10A 0.120
10 6.870 7.280 TCS 3 0.410
11 7.280 7.860 TCS 7 0.580
12 7.860 8.220 TCS 6 0.360
13 8.220 10.800 TCS 5 2.580
14 10.800 13.240 TCS 6 2.440
15 13.240 13.910 TCS 7A 0.670
16 13.910 15.200 TCS 5 1.290
17 15.200 15.770 TCS 6 0.570
18 15.770 16.420 TCS 7A 0.650
19 16.420 17.240 TCS 5 0.820
20 17.240 18.240 TCS 7 1.000
21 18.240 19.240 TCS 5 1.000
22 19.240 20.020 TCS 7A 0.780
23 20.020 21.900 TCS 5 1.880
24 21.900 22.435 TCS 7 0.535
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Design
S. Chainage TCS Design Length
No. From To Type (km)
(Km) (Km)
25 22.435 22.725 TCS 7A 0.290
26 22.725 23.900 TCS 7 1.175
27 23.900 26.640 TCS 5 2.740
28 26.640 27.090 TCS 7 0.450
29 27.090 28.360 TCS 5 1.270
30 28.360 28.970 TCS 7 0.610
31 28.970 29.350 TCS 5 0.380
32 29.350 29.550 TCS 6 0.200
33 29.550 30.400 TCS 7 0.850
34 30.400 30.880 TCS 4 0.480
35 30.880 32.070 TCS 7 1.190
36 32.070 32.720 TCS 4 0.650
37 32.720 34.070 TCS 8 1.350
38 34.070 35.200 TCS 4 1.130
39 35.200 35.600 TCS 7 0.400
40 35.600 35.996 TCS 9 0.396
41 35.996 36.203 ROB 0.207
42 36.203 37.988 TCS 9 1.785
43 37.988 38.408 TCS 9B 0.420
44 38.408 38.585 TCS 9 0.177
45 38.585 38.645 TCS 9B 0.060
46 38.645 38.750 TCS 9 0.105
47 38.750 38.840 TCS 9B 0.090
48 38.840 38.890 TCS 9 0.050
49 38.890 38.970 TCS 7 0.080
50 38.970 40.350 TCS 4 1.380
51 40.350 40.725 TCS 7 0.375
52 40.725 40.990 TCS 7A 0.265
53 40.990 41.575 TCS 7 0.585
54 41.575 41.730 TCS 7A 0.155
55 41.730 42.000 TCS 5 0.270
Note: Any variations in the lengths specified in the above table shall not constitute a Change
of Scope, save and except any variations in the length arising out of a Change of Scope
expressly undertaken in accordance with the provisions of Article 16.
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5. Pavement Design
Type of pavement shall be provided as per Section 5 of the Manual.
The Flexible pavement shall be designed for minimum 95 msa for both the carriageways.
The Service Road shall be designed as flexible pavement for 10 msa.
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8. Improvement of Junctions
Improvement of Junctions shall be carried out at the following locations:
Type of
Side
Existing Design Type Type Type Lane
S. (Left/ Category
Chainage Chainage of (Major/ of (SL/IL/ Destination Remarks
No. Right/ of Road
(km) (km) Junction Minor) Pavement 2-Lane/
Both)
4-Lane)
RHS-Bengaluru/ Start of Project
1 138.320 0.000 Both T NH-4/AH-47 Major BT 4L
LHS-Tumkur Road
Industry Dabaspete VUP proposed at
2 137.925 0.970 Left + Major BT 2L/SL
Road Industry/Halenijagal km 3.320
Industry VUP proposed at
3 136.000 2.895 Right T Major BT 4L Thyamo-gondlu
Road km 3.320
Industry
4 135.565 3.320 Right T Major BT 4L Industrial Area VUP
Road
LHS-
MDR/Industry Elekyathanahalli VUP proposed at
5 135.180 3.720 Both + Major BT/BT 4L/IL
Road RHS- Lakshmana- km 3.320
pura
Industry VUP proposed at
6 134.710 4.190 Both + Major BT 2L Industrial Area
Road km 3.320
Industry VUP proposed at
7 134.185 4.635 Right T Major BT 4L Industrial Area
Road km 3.320
Hoskote (Start of
8 133.885 5.035 Right Y NH-207 Major BT 2L ROB Realignment
ROB Realignment)
RHS- Thyama-
ROB
9 6.270 Both X MDR Major BT SL gondlu VUP
Realignment
LHS- Yalachegere
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Type of
Side
Existing Design Type Type Type Lane
S. (Left/ Category
Chainage Chainage of (Major/ of (SL/IL/ Destination Remarks
No. Right/ of Road
(km) (km) Junction Minor) Pavement 2-Lane/
Both)
4-Lane)
Dabaspet (End of
10 132.340 6.685 Left Y NH-207 Major BT 2L ROB Realignment
ROB Realignment)
11 124.835 13.675 Left T Other Road Major CT SL Street Road VUP
VUP proposed at
12 122.575 15.935 Right Y MDR Major CT/BT SL Kattihosahalli
km 16.135
13 121.280 17.225 Left Y MDR Major BT 2L Koratagere VUP
VUP proposed at
14 119.350 19.085 Left T MDR Major BT IL Chikbelvangla
km 19.605
15 118.840 19.595 Right T MDR Major BT IL Dodda Hejjagi VUP
16 115.115 23.455 Right T Other Road Major BT SL Rameshwara VUP
VUP
RHS- Dargajogihalli (Junction with start
17 108.696 29.925 Both + Village Road Major WBM SL/2L LHS- Kodigehalli & of
Hoskote Doddaballapur
bypass)
RHS- Indra Nagar
Doddaballa- SH 74
18 33.575 Both X Major BT 2L LHS- Interchange
pur bypass (Km 27.530)
Doddaballapura
Interchange at Km
Doddaballa- SH 9 RHS- Bangalore 33.585
19 36.350 Both + Major BT 4L
pur bypass (Km 34.730) LHS- Tondebavi and
LVUP at km 35.555
Doddaballa- Industry RHS- Industrial Area VUP proposed at
20 39.925 Both X Major BT 4L
pur bypass Road LHS- NH 207 km 40.735
VUP
Doddaballa- (Junction at end of
21 40.725 Left T NH-207 Major BT 2L Dabaspet
pur bypass Doddaballapur
bypass)
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Type of
Side
Existing Design Type Category Type Type Lane
S. (Left/
Chainage Chainage of of (Major/ of (SL/IL/ Destination Remark
No. Right/
(km) (km) Junction Road Minor) Pavement 2-Lane/
Both)
4-Lane)
Village VUP at km
1 136.890 2.000 Left T Minor CT SL Pemmanahalli
Road 3.320
Industry Sompura Industrial VUP at km
2 136.240 2.660 Right T Minor BT 2L
Road Area 3.320
Industry Sompura Industrial VUP at km
3 136.093 2.805 Left T Minor BT 2L
Road Area 3.320
Industry Sompura Industrial VUP at km
4 136.070 2.815 Both + Minor ER SL
Road Area 3.320
VUP at km
Village
5 134.130 4.750 Left T Minor BT SL Makanakuppe 3.320 and km
Road
6.270
Village RHS- Oblapura/
6 130.980 7.585 Both X Minor BT SL LVUP
Road LHS- Madenahalli
Village LVUP at km
7 129.670 8.915 Right Y Minor BT SL Adi Hosahalli
Road 7.595
Village VUP at km
8 127.600 11.002 Left T Minor BT SL Appkerenahalli
Road 13.685
RHS-
Village VUP at km
9 125.740 12.760 Both + Minor BT SL Hatihkuntappdoddi/
Road 13.685
LHS- Muvinakunte
Village VUP at km
10 124.790 13.690 Left T Minor CT SL Dyavasandra
Road 13.685
Village VUP at km
11 124.240 14.235 Left T Minor BT SL Muttugadahalli
Road 13.685
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Type of
Side
Existing Design Type Category Type Type Lane
S. (Left/
Chainage Chainage of of (Major/ of (SL/IL/ Destination Remark
No. Right/
(km) (km) Junction Road Minor) Pavement 2-Lane/
Both)
4-Lane)
Village VUP at km
12 123.810 14.690 Right T Minor BT SL Tharabanahalli
Road 13.685
Village VUP at km
13 123.750 14.745 Left T Minor BT SL Bovipalya
Road 13.685
Village VUP at km
14 123.220 15.305 Left T Minor BT SL Ubukunte
Road 16.135
Village VUP at km
15 122.690 15.815 Left T Minor CT SL Kattihosahalli
Road 16.135
Village VUP at km
16 121.250 17.220 Right T Minor BT SL Mugenahalli
Road 17.235
Village Shanimathena VUP at km
17 120.300 18.180 Left T Minor BT SL
Road temple 17.235
Pound VUP at km
18 118.550 19.945 Left T Minor ER SL Pound
Road 19.605
Village
19 118.070 20.365 Left T Minor BT SL Ramapura LVUP
Road
Village Muthyalammu LVUP at km
20 117.925 20.555 Right T Minor BT SL
Road Temple 20.375
Village LVUP at km
21 117.900 20.590 Left T Minor CT SL Dodbelagavi
Road 20.375
Village LVUP at km
22 117.800 20.620 Left T Minor CT SL Holerahalli
Road 20.375
Village LVUP at km
23 117.200 21.225 Left T Minor CT SL Ajjinakutte
Road 20.375
Village LVUP at km
24 116.850 21.655 Right T Minor BT SL Madhuruna Hosahalli
Road 22.185
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Type of
Side
Existing Design Type Category Type Type Lane
S. (Left/
Chainage Chainage of of (Major/ of (SL/IL/ Destination Remark
No. Right/
(km) (km) Junction Road Minor) Pavement 2-Lane/
Both)
4-Lane)
Village VUP at km
25 115.000 23.420 Right T Minor BT SL Ramesheara
Road 23.465
Village VUP at km
26 115.000 23.465 Left T Minor ER SL Naranahalli Temple
Road 23.465
Village VUP at km
27 114.267 24.180 Right Y Minor ER SL Ramesheara
Road 23.465
Village VUP at km
28 113.550 24.935 Right Y Minor WBM SL Ramesheara
Road 23.465
Village VUP at km
29 113.375 25.085 Left T Minor BT SL Koogonahalli
Road 23.465
Village LVUP at km
30 113.235 25.220 Right T Minor ER SL C.G Hosahalli
Road 26.835
Village LVUP at km
31 112.600 25.915 Left T Minor BT SL Mundibyadrhalli
Road 26.835
Village LVUP at km
32 112.350 26.155 Right T Minor BT SL C.G Hosahalli
Road 26.835
Village LVUP at km
33 111.900 26.645 Right T Minor WBM SL Huskuru
Road 26.835
Village RHS- Jakkasandra/ LVUP at km
34 111.140 27.410 Both + Minor ER/BT SL
Road LHS- Neralaghatta 26.835
Village RHS- Kakkehalli/
35 109.930 28.625 Both X Minor BT/ER SL LVUP
Road LHS- Neralaghatta
Village LVUP at km
36 109.125 29.480 Left T Minor BT TL Talagavara
Road 29.935
Doddaballa- Village
37 31.325 Both X Minor ER SL LVUP
pur bypass Road
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Type of
Side
Existing Design Type Category Type Type Lane
S. (Left/
Chainage Chainage of of (Major/ of (SL/IL/ Destination Remark
No. Right/
(km) (km) Junction Road Minor) Pavement 2-Lane/
Both)
4-Lane)
RHS- Dargajogihalli/
Doddaballa- Village LVUP at km
38 31.645 Both X Minor BT SL LHS-
pur bypass Road 31.335
Doddaballapura
RHS- Kerenahalli/
Doddaballa- Village LVUP at km
39 31.885 Both + Minor BT SL LHS-
pur bypass Road 31.335
Doddaballapura
RHS- Thippapura/
Doddaballa- Village LVUP at km
40 34.460 Both + Minor BT SL LHS- Bhuvaneswari
pur bypass Road 34.985
Nagat
RHS- Thippapura/
Doddaballa- Village
41 34.975 Both + Minor BT SL LHS- Bhuvaneswari LVUP
pur bypass Road
Nagat
RHS- Veerapura/
Doddaballa- Village
42 35.540 Both + Minor BT SL LHS- LVUP
pur bypass Road
Doddaballapura
RHS- Basattihalli/
Doddaballa- Village LVUP at km
43 36.185 Both + Minor BT SL LHS- Bhuvaneswari
pur bypass Road 35.555
Nagar
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Type of
Side
Existing Design Type Category Type Type Lane
S. (Left/
Chainage Chainage of of (Major/ of (SL/IL/ Destination Remark
No. Right/
(km) (km) Junction Road Minor) Pavement 2-Lane/
Both)
4-Lane)
Doddaballa- Industry LVUP at km
47 37.565 Right T Minor BT 2L Industrial Area
pur bypass Road 35.555
RHS- Obadenahalli/
Doddaballa- Village VUP at km
50 38.635 Both X Minor BT SL LHS-
pur bypass Road 40.735
Thammasettihalli
Industry
51 97.740 41.555 Left T Minor BT SL LVUP
Road
Village LVUP at km
52 97.640 41.695 Right T Minor Earthen SL Nagadenahhali
Road 41.565
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9. Underpasses
Lateral and vertical clearances for VUP / Flyover and provision of guardrails / crash
barriers shall be as per paragraph 2.10 of the Manual. The vertical clearance for LVUP
shall be 4.0m as against of 3.5m as given in Clause 2.10.2 (ii) of the Manual. The width
of the opening at the underpasses / flyover locations shall be as follows:
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10. Overpasses
NIL
Design
Existing Chainage Total Vertical
S. Span Type of
Chainage - (From Width Clearance Remarks
No. Arrangement* Structure
(Km) Km to (m) (m)
Km)
ROB From km ROB
1 Realignment 6.750 to 2x14.5 4x30.0 - Viaduct Realignment
Section km 6.870 Section
From km To bypass
Doddaballapur 35.600 to Viaduct KIADB
2 2x14.5 105x30.0# 5.5
bypass km cum ROB Industrial
38.890 Area
#excluding ROB Spans
*Span continuity shall be maintained by providing expansion joints at every four (4) spans.
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*Span continuity shall be maintained by providing expansion joints at every four (4) spans (excluding spans within the Railway Boundary where
expansion joints shall be provided as per approved GAD by the Railway Authority).
14. Bridges
14.1 Major Bridges
(A) Widening / Repair / Rehabilitation of Existing Major Bridges
NIL
(B) Reconstruction of Existing Major Bridges
NIL
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RCC Open
4 118.672 19.762 Both Sides RCC Girder 1x15 2x14
Abutment/ Pier Foundation
RCC Open
5 109.693 28.907 Both Sides RCC Girder 1x15 2x14
Abutment/ Pier Foundation
RCC Open
6 109.554 29.046 Both Sides RCC Solid Slab 1x10 2x14
Abutment/ Pier Foundation
RCC Open
7 108.978 29.619 Both Sides RCC Solid Slab 2 x 10.5 2x14
Abutment/ Pier Foundation
RCC Open
8 Doddaballapur Bypass 31.892 Both Sides RCC Solid Slab 2x12 2x14
Abutment/ Pier Foundation
9 Doddaballapur Bypass 32.872 Both Sides RCC BOX 1X8 2x14
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RCC Open
1 122.197 16.311 Both Sides RCC Girder 1x15 2x10.8
Abutment/ Pier Foundation
RCC Open
4 118.672 19.762 Both Sides RCC Girder 1x15 2x10.8
Abutment/ Pier Foundation
RCC Open
5 109.693 28.907 Both Sides RCC Girder 1x15 2x10.8
Abutment/ Pier Foundation
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RCC Open
6 109.554 29.046 Both Sides RCC Solid Slab 1x10 2x10.8
Abutment/ Pier Foundation
RCC Open
7 108.978 29.619 Both Sides RCC Solid Slab 2 x 10.5 2x10.8
Abutment/ Pier Foundation
RCC Open
8 Doddaballapur Bypass 31.892 Both Sides RCC Solid Slab 2x12 2x10.8
Abutment/ Pier Foundation
RCC Open
10 Doddaballapur Bypass 35.418 Both Sides RCC Solid Slab 1x10 2x10.8
Abutment/ Pier Foundation
Pile
1 Doddaballapur Bypass 38.610 LHS PSC I Girder RCC Wall type 1x30 1x10.8
Foundation
Pile
2 Doddaballapur Bypass 38.780 LHS PSC I Girder RCC Wall type 1x30 1x10.8
Foundation
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15. Culverts
15.1 Widening of Existing Culverts
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Design Chainage
S.
To Length (km) Side
No. From (Km)
(Km)
1 0.000 2.920 2.920 Both
2 2.920 3.640 0.720 Both
3 3.640 3.800 0.160 Both
4 3.800 4.440 0.640 Both
5 4.440 4.900 0.460 Both
6 4.900 6.440 1.540 Both
7 6.750 7.860 1.110 Both
8 7.860 13.240 5.380 Both
9 13.240 13.910 0.670 Both*
10 13.910 15.770 1.860 Both
11 15.770 16.420 0.650 Both*
12 16.420 17.240 0.820 Both
13 17.240 18.240 1.000 Both
14 18.240 19.240 1.000 Both
15 19.240 20.020 0.780 Both*
16 20.020 21.900 1.880 Both
17 21.900 22.435 0.535 Both
18 22.435 22.725 0.290 Both*
19 22.725 23.900 1.175 Both
20 23.900 26.640 2.740 Both
21 26.640 27.090 0.450 Both
22 27.090 28.360 1.270 Both
23 28.360 28.970 0.610 Both
24 28.970 29.550 0.580 Both
25 29.550 30.400 0.850 Both
26 30.400 30.880 0.480 Both
27 30.880 32.070 1.190 Both
28 32.070 32.720 0.650 Both
29 32.720 34.070 1.350 Both
30 34.070 35.200 1.130 Both
31 35.200 35.996 0.796 Both
32 36.203 37.988 1.785 Both
33 38.408 38.585 0.177 Both
34 38.645 38.750 0.105 Both
35 38.840 38.970 0.130 Both
36 38.970 40.350 1.380 Both
37 40.350 40.725 0.375 Both
38 40.725 40.990 0.265 Both*
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Design Chainage
S.
To Length (km) Side
No. From (Km)
(Km)
39 40.990 41.575 0.585 Both
40 41.575 41.730 0.155 Both*
41 41.730 42.000 0.270 Both
*Covered Lined Drain on both sides of the Service Road as per TCS 7A.
18. UTILITIES
Provision for accommodating utilities shall be made both overhead as well as
underground wherever required as per IRC 98.
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SCHEDULE – C
PROJECT FACILITIES
1. Project Facilities
The Concessionaire shall construct the Project Facilities in accordance with the provisions
of this Agreement. Such Project Facilities shall include:
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Annex – I
SCHEDULE – C
(See Clause 2.1)
PROJECT FACILITIES
1. Project Facilities
The Concessionaire shall construct the Project Facilities described in this
Annex-1 to form part of the Six / Four-Lane Project. The project facilities shall
include:
(a) Toll Plazas / Toll Booths;
(b) Roadside Furniture;
(c) Highway Lighting;
(d) Pedestrian Facilities;
(e) Rest Areas (Wayside amenities);
(f) Truck lay-byes;
(g) Bus shelters;
(h) Cattle crossings;
(i) Traffic Aid Posts;
(j) Medical Aid Posts;
(k) Vehicle Rescue Posts;
(l) Highway Patrol Unit;
(m) Emergency Medical Services;
(n) Crane Services;
(o) Operation and Maintenance Center;
(p) Landscaping and Tree Plantation;
(q) Communication System;
(r) Advance Traffic Management System
Design
S. No of
Chainage Remarks
No. Lanes
(km)
1. 7.280 12 T1 - On main carriageway DABASPET END
2. 19.595 2 T2AL – LHS – Exit from Main c/way to S/Road
3. 19.595 2 T2AR – RHS – Entry to Main c/way from S/Road
4. 19.595 2 T2BL - LHS – Entry to Main c/way from S/Road
5. 19.595 2 T2BR – RHS – Exit from Main c/way to S/Road
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Design
S. No of
Chainage Remarks
No. Lanes
(km)
T3AL – LHS – Exit from Main c/way to S/Road
6. 30.000 2
(DODABALLAPURA BYPASS STARTS
T3AR – RHS – Entry to Main c/way from S/Road
7. 30.000 2
(DODABALLAPURA BYPASS STARTS)
T3BL - LHS – Entry to Main c/way from S/Road
8. 30.000 2
(DODABALLAPURA BYPASS STARTS)
T3BR – RHS – Exit from Main c/way to S/Road
9. 30.000 2
(DODABALLAPURA BYPASS STARTS)
10. 33.575 4 T4AL – LHS – Exit from Main c/way to S/Road
11. 33.575 4 T4AR – RHS – Entry to Main c/way from S/Road
12. 33.575 4 T4BL - LHS – Entry to Main c/way from S/Road
13. 33.575 4 T4BR – RHS – Exit from Main c/way to S/Road
14. 39.800 2 T5AL – LHS – Exit from Main c/way to S/Road
15. 39.800 2 T5AR – RHS – Entry to Main c/way from S/Road
(ii) Solar panels shall be erected over the Toll Plaza / Toll Booths to generate
the green energy. Same shall be utilized for toll plaza / toll Booth lighting and
other energy requirement within toll plaza / toll booth area along with
conventional lighting.
(iii) All Toll Lanes to be equipped with ETC equipment.
(iv) A separate toilet facilities shall be provided near toll plaza / toll booth location
along with parking facility for road users. One toilet block on each direction
shall be provided. These toilet facilities shall follow CPWD specifications for
sanitary ware items and fittings such as EWC, Wash Basin, Wash basin-
Under counter, Urinal flat back, PVC Cistern, IWC Orissa Pan, Flush Value –
CP, Wash Basin pillar cock –CP, Bib Cock –CP, Health Faucet, W/c Bib cock,
Wash Basin angle cock.
(v) Weigh in Motion (WIM) devices shall be provided in toll lanes at Toll Plaza /
toll Booth Location. In addition to WIM, Static weigh Bridge (SWBs) shall be
provided on each direction as per manual.
(vi) Point of sale (POS) with card swapping machines shall be provided.
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(ii) Overhead Traffic Signs: Excluding overhead signs and other signs at Toll
Plaza / Toll Booth location which are to be provided as per Manual of
Specifications and Standards as referred in Schedule-D, the location of
these facilities shall be finalized in consultation with Authority
Engineer/Project Director, NHAI as per site requirement.
(iii) Pavement Markings: Shall cover road marking for the entire Project highway
(iv) LED Traffic Blinkers: These shall be provided on the entire Project Highway
near pedestrian crossings, public gathering places (Educational Institutions,
Hospitals, Worshipping Places, etc.),cross roads, & median openings.
(v) Crash barrier: W Metal Beam crash Barrier shall be provided at built up
location, high Embankment, Bridge Approaches, and curve locations where
radius is less than 450m. The locations for these provisions shall be as per
Section 9.7 of the Manual and finalized in consultation with Independent
Engineer/Project Director, NHAI.
(vi) Cat’s Eye / Road Studs: Road Studs shall be provided at Horizontal Curve
below 700m, median opening, intersections, Cross roads & Built-up areas
(Excluding Toll Plaza / Toll Booth location) and shall confirm to the
specifications mentioned in Schedule D.
(vii) Delineators/Road Studs: Shall be provided for Entire Project highway as per
IRC:79-1981 and site requirement & specification as per Schedule D.
(viii) Hectometer / Kilometer Stones: Shall be provided for Entire Project
highway.
(c) Highway Lighting:
Highway Lighting (LED) shall be provided in accordance with Section 12 of the
Manual at the following locations:
(i) Throughout the project road both in the median of main carriageway and on
the service roads on either side.
(ii) At Toll Plazas / Toll Booths, Rest area, Truck lay bye, Bus bays, bus shelter
as given in this schedule – C, underneath and above the Interchanges and
Grade separators including the approaches , ROB & junctions location as
given in schedule – B, built-up locations as given in Schedule-A
(iii) Solar lighting shall be considered near junctions, interchanges and at toll
plaza / toll booth locations. Solar Panels also to be established at any other
preferred locations along with Conventional lighting.
However, these shall not be limited to the above specified locations and it shall
be finalized in consultation with Independent Engineer / Project Director, NHAI.
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However, these shall not be limited to the above specified locations and it shall
be finalized in consultation with Independent Engineer / Project Director, NHAI.
S. Existing Design
Side Location
No. Chainage (km) Chainage (km)
1 114.750 23.570 LHS Near Naranahalli Village
The facilities at Rest Area shall be as per Section 12.6 of the Manual and finalized
in consultation with Independent Engineer / Project Director, NHAI.
S. Existing Design
Side Name / Location
No. Chainage (Km) Chainage (Km)
Nil
Design
S.
Existing Chainage (km) Chainage Side Location Name
No.
(km)
1 137.094 1.800 LHS
2 136.945 1.950 RHS
3 122.945 1.964 LHS Pemmanahalli Village
4 136.831 2.064 RHS Pemmanahalli Village
5 135.310 3.584 LHS Industrial Area Road
6 135.000 3.895 RHS Industrial Area Road
7 131.175 7.390 RHS
8 130.775 7.790 LHS
9 127.675 10.840 RHS
10 127.417 11.094 Both Appakaranahalli Road
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Design
S.
Existing Chainage (km) Chainage Side Location Name
No.
(km)
11 126.447 11.190 LHS
12 125.581 12.934 Both Hulikunte Village
13 122.778 15.731 Both Katti Hosahalli Village
14 120.090 18.333 Both Koligere Road
15 117.940 20.494 Both Belavangal Village
16 116.133 22.333 Both Naranahalli
17 112.310 26.182 Both Hosa Halli junction
18 109.310 29.290 LHS
19 109.157 29.442 RHS
20 Doddaballapur Bypass 33.394 Both
21 Doddaballapur Bypass 34.894 Both
22 Doddaballapur Bypass 37.044 LHS
23 Doddaballapur Bypass 37.194 RHS
24 98.184 41.109 RHS NagadenaHalli Village
25 98.084 41.209 LHS NagadenaHalli Village
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The tentative chainages are given below. However, these shall not be
limited to the below specified locations and it shall be finalized in
consultation with Independent Engineer / Project Director, NHAI.
Design
S.
Chainage
No.
(km)
1 7.060
2 29.000
3 30.500
4 32.670
5 34.080
6 39.175
7 39.925
8 41.375
(vi) Fixed Variable Message Sign (Compact) – These shall be provided before
built up locations on the project highway as specified in Annex-I of
Schedule-A and shall be finalized in consultation with Independent Engineer
/ Project Director, NHAI.
(vii) Portable Variable Message Sign – to be temporarily deployed before
locations related to road works and incidents affecting traffic movement
(viii) Meteorological System – at proposed ATMS Control Centre
(ix) Portable Weigh in Motion
(x) Automatic Traffic Counter cum Classifier
(xi) The ATMS Control Centre including the equipment (hardware, software,
and local networking)
(xii) Communications System utilizing Optic fiber, GSM/GPRS and Wi-Fi
Communications linked to ATMS Control Centre.
(xiii) Power supplies for field equipment: working on Mains power supported with
back-up (largely on renewable energy) to facilitate 24x7 operation and for
the ATMS Control Centre working on Mains power supported by UPS and
Diesel generator set of adequate capacities, to facilitate 24x7 operation.
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SCHEDULE – D
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Annex - I
(Schedule-D)
SPECIFICATIONS AND STANDARDS
1.2 From proposed STRR Junction at existing Km 131.288 of NH-207 (Design Chainage
Km 7.280) to end of Dodaballapur bypass at existing km 97.350 of NH-207 (Design
Chainage Km 42.000):
All Materials, works and construction operations shall conform to the Manual of
Specifications and Standards for Six-Lane Highways (IRC:SP:87-2013) published by IRC
(referred to as “Manual” in this Schedule) and MORTH Specifications for Road and Bridge
Works. Where the specification for a work is not given, Good Industry Practice shall be
adopted to the satisfaction of the Authority’s Engineer.
2.1 Notwithstanding anything to the contrary contained in the aforesaid Manual, the following
Specifications and Standards shall apply to the Four-Lane Project Highway, and for
purposes of this Agreement, the aforesaid Manual shall be deemed to be amended to the
extent set forth below:
(A) From existing Km 138.320 of NH-207 / existing Km 52.775 of NH-4 (Design Chainage
Km 0.000) to proposed STRR Junction at existing Km 131.288 of NH-207 (Design
Chainage Km 7.280)
4/6 Laning from km 0.00 to km 42.00 of Dobaspet to Dodaballapur Bypass section of NH-648 (Old NH-207)
on Hybrid Annuity Mode under Bharatmala Pariyojna, in the state of Karnataka (Package-I) D-2
National Highways Authority of India Request for Proposal – Bid Documents
Volume-III: Schedules
S.
Clause Manual Provision Modified Provision
No.
2.3 – A minimum Right of Way (ROW) of A maximum Right of Way of 45m
1 Right of 60 m should be available for is proposed from design chainage
Way development of a 4-lane highway. km 0.000 to km 7.310
In open country with isolated built
up area, the service road shall
In open country with isolated built
have 7 m wide carriageway. The
2.12.2.1 – up area, the service road shall
width of earthen shoulder shall be
2 Service have 7 m wide carriageway and
as per Clause 4.3 (Cross
Road 1.5 m wide earthen shoulder on
Sections) and Typical Cross
either side.
Section Drawings as given in
Annex-I (Schedule-B)
(B) From proposed STRR Junction at existing Km 131.288 of NH-207 (Design Chainage
Km 7.280) to end of Dodaballapur bypass at existing km 97.350 of NH-207 (Design
Chainage Km 42.000):
S.
Clause Manual Provision Modified Provision
No.
The shoulder width on the outer
Table 2.3 The shoulder width on the outer side (left side (left side of carriageway)
/ Clause side of carriageway) shall be as given in shall be as per Clause 4.3 (Cross
1
2.6 – Tables 2.3 and 2.4. Sections) and Typical Cross
Shoulders Section Drawings as given in
Annex-I (Schedule-B)
The roadway width of service road shall be
minimum 10 m. ln built-up areas where
separator (as per para2.15 of this Manual), The width of earthen shoulder
between main carriageway and service on both sides of Service Road
2.12.2.1 –
road; and RCC/Cement Concrete lined shall be as per Clause 4.3 (Cross
2 Service
drain-cum-footpath on ROW side are Sections) and Typical Cross
Road
provided, no earthen shoulder shall be Section Drawings as given in
provided for service road. The minimum Annex-I (Schedule-B)
width of paved portion of the service road
shall be 7 m.
4/6 Laning from km 0.00 to km 42.00 of Dobaspet to Dodaballapur Bypass section of NH-648 (Old NH-207)
on Hybrid Annuity Mode under Bharatmala Pariyojna, in the state of Karnataka (Package-I) D-3