3. mir sept 2014 autosaved - nhai.org.innhai.org.in/spw/process/mpr sept 2014 _.pdfnational highway...

SMEC International Pty Ltd in association with SMEC India Pvt. Ltd.

and RODIC Consultants Pvt. Ltd.

MIR – SEPTEMBER 2014

Key Map




LOCATION MAP




PROJECT - 2

15200

35400

PROJECT - 135400 16452

INDEX MAP FOR JAMMU-UDHAMPUR SECTION OF NH-1A




PROJECT TITLE

Rehabilitation, Strengthening and Four Lanning of Jammu to Udhampur Section from Km 15.200 (Jammu Bypass) to Km 67.000 of NH 1-A on DBFOT Basis in the State of Jammu & Kashmir (Package No. NHDP-Phase-II/BOT/VI/J&K)




Project Background

The Govt. of India (GOI) through Ministry of Roads, Transport& Highways (MORT &H) is contemplating to enhance the traffic capacity and safety for efficient transportation of goods as well as passenger traffic on the heavily trafficked National Highway sections. GOI has entrusted National Highways Authority India (NHAI) with the responsibility of developing and maintaining the entrusted sections of the National Highways network.

National Highway NH-IA originates from Jalandhar in the state of Punjab and ends at Srinagar in Jammu and Kashmir state. This is one of the most important roads connecting Jammu and Kashmir with the rest of India

The Project road "Jammu Bypass to Udhampur is a section of NH-1A" starting at km 15.00 on Jammu Bypass (just after the NS-33 project of National Highway in the State of Jammu and Kashmir) and terminating at the North end of Udhampur Bypass ( existing Km 67.000) of NH-1A. The total length of Project Highway is 64.579Km. On its way it Bypasses the major township of Nagrota and Udhampur with developing commercial activities. Project road follows the alignment of NH-1A from Km 9.350 to Km 10.200, thereafter follows new alignment for proposed bypass of Nagrota again to meet NH – 1A at Km 22.400 of main road from this point follows the alignment of NH-1A upto Km 52.377 Km thereafter it again follows New alignment for proposed Udhampur Bypass to meet again at existing Km 67.00 of NH-1A..

In existing Jammu- Udhampur Section the condition of the existing pavement is fair to good. Generally the existing road is having 2-lane carriageway.

Thus, in order to provide a better 1evel of service to the vehicular traffic it has been decided to augment the capacity of Jammu to Udhampur section of NH-1A from design Km 15.000 (end of package No- NS-33 of Jammu Bypass to Km 67.000 at Udhampur by widening the existing 2 lane road to 4 lane dual carriage way facility on Design, Build, Operate and Transfer /Annuity (BOT/Annuity) basis.

Thus the construction package for the project includes developing the existing two lane carriageway to four lane dual carriage configurations including strengthening of existing two lane between Km. 15.000 and Km 67.000 Section of NH-1A.




SILENT FEATURES OF THE PROJECT

1. Width of paved carriageway

a. Main carriageway (4lanes) : 17.50m (Bypasses) : 16.50m (Main Road)

b. Service road : 7.0m.(at Jammu bypass ) : 5.5m (Rest of section)

2. Main carriageway width : 8.25m &8.75m (including

. 1.0 &1.5m width of Paved

. shoulder) 3. Unpaved shoulder : 1.0m

4. Total carriageway width : 9.25m &9.75m

5. Bridge width : 10.25m (including foot path)

6. Median width : 1.5m to 4.5m

7. Cross slopes : 2.5% on carriage way

: 3.0% on soft shoulder

8. Embankment slope : 1V: 2H

9. Super elevation : 7.0% (maximum)

10. Pattern of widening

a) One side widening : 14.77 Km

b) Two side widening : 25.96 Km

c) Realignment : 23.849 Km

d) By Passes : 15.200 Km to 20.300Km (Jammu Bypass) :10.200Km to 22.400Km .(Nagrota Bypass)

: 0.00 Km to 16.452 Km (Udhampur Bypass)

e) Service road : 17.362 Km

14. Design speed : 45 Km/hr (Minimum) : 85Km/hr (Maximum)




15. Pavement composition of main carriageway :

16. Pavement composition for service road:

SL. No. Layer New carriage way Rehabilitation of existing Road

1 BC 50mm Profile corrective courses (PCC) varying

As per design

2 DBM 110mm

3 WMM 250mm

4 GSB 200mm

5 SUB GRADE 500mm

SL. No. Layer Thickness

1 SDBC 25mm

2 DBM 50mm

3 WMM 250mm

4 GSB 200mm

5 Subgrade 500mm




17. Pavement composition of rigid pavement for Toll plaza at Ch:22.600Km

18. Bus Lay byes : 06 Nos. (Nagrota Bypass)

: 12 Nos. (Main Road)

: 10 Nos. (Udhampur Bypass)

19. Truck Lay byes : 04 Nos. (Nagrota Bypass)

: 07 Nos. (Main Road)

: 02 Nos. (Udhampur Bypass)

20. Culverts : 212 Nos.

a) Pipe culverts : 38 Nos.

b) RCC Slab/Box culverts : 174 Nos.

21. Major bridges : 21 Nos.

22. Minor bridges : 22 Nos.

SL. No Layer Thickness

1 PQC 300mm

2 DLC 150mm

3 GSB 150mm

4 SUB GRADE 500mm




23. Viaduct : 22 Nos.

24. PUP/CUP : 03 Nos.

25. VUP : 09 Nos.

26. Major Intersections : 14 Nos.

27. Minor Intersections : 07 Nos.

28. No. of Tunnels : 04x2=08 Nos.

: 1361m (L) + 1416 (R)

29. Retaining wall : 42.309 Km’s

30. Breast Wall : 46.715 Km’s

31. Drain

a) Lined : 55.511 Km’s

b) Un-lined : 13.564 Km’s

32. Toll Plaza : 01 No




DETAILS OF SECTIONS

Section Description Chainage Length

Remarks From To Km

Jammu Bypass 15.200 20.300 5.100 Km 18.700 to Km 20.200 (Ramnagar Wildlife Area)

Main Road 9.350 10.200 0.850 Km 9.300 to Km 9.700 (Ramnagar Wildlife Area)

Nagrota Bypass 10.200 22.400 12.200

Main Road 22.400 52.377 29.977 Km 23.800 to Km 26.100 (Nandini Wildlife Sanctuary)

Udhampur Bypass 0.000 16.452 16.452

Total Length 64.579 Km’s




DETAILS OF STRUCTURES

Details of structure arrangement as per CA and Proposed S.No Type of structure Structure No. Chainage Span Details (in mts) Type of structure

1 Culvert 17/1 16.535 1X1.5X3.00 RCC Slab 2 Vehicular Underpass U-1 16.839 1x12 RCC slab 3 Bridge B-1 17.485 1x10 RCC slab 4 Bridge B-2 18.159 15x46 PSC BOX GIRDER 5 Bridge B-3 18.925 1x25 Post tension I-girder 6 Bridge B-4 19.320 1x25 Post tension I-girder 7 Bridge B-5 19.547 1x30 Post tension I-girder 8 Bridge B-6 19.781 2x25 Post tension I-girder 9 Vehicular Underpass U-2 20.080 1x14 RCC slab

10 Bridge B-7 9.390 1x12 RCC slab 11 Culvert 10/1 9.650 1x2.0x3.0 RCC slab 12 Bridge CD-1A 9.920 6x10 Multiple Slab 13 Bridge CD-1 9.930 5x20 + 1x10 Precast I girder 14 Bridge CD-2 12.510 7x20 Precast I girder 15 Culvert 11/1 10.495 1x2.0x3.0 RCC slab 16 Vehicular Underpass U-2A 10.500 1x12 RCC slab 17 Pipe Culvert 11/2 10.645 1x1.2 Hume pipe 18 Vehicular Underpass U3 10.800 1x12 RCC slab 19 Pipe Culvert 11/3 10.820 2x1.20 Hume pipe 20 Culvert 12/1 11.020 1x2.0x5.0 RCC Slab 21 Vehicular Underpass U4 11.160 1x12 RCC slab 22 Pipe Culvert 12/2 11.190 2x1.20 Hume pipe 23 Culvert 12/3 11.420 1X2.2X3.00 RCC Slab 24 Bridge B-7A 11.627 2x20 Precast I girder 25 Culvert 12/4 11.740 1x2.0x4.0 RCC Slab 26 Culvert 13/1 12.05 1x1.5x4.0 RCC Slab 27 Pedestrian Underpass U5 12.265 1x7.5 RCC Slab 28 Pipe Culvert 13/2 12.28 1x1.0 Hume Pipe 29 Viaduct V-1 13.340 12x20 Precast I girder 30 Culvert 14/1 13.665 1x2.0x2.0 RCC Slab 31 Culvert 14/2 13.805 1x2.0x2.0 RCC Slab 32 Bridge CD-3 14.410 6x20 + 3x20 Precast I girder 33 Culvert 15/1 14.58 1x2.0x5.0 RCC Slab 34 Pipe Culvert 15/2 14.81 1x1.2 Hume Pipe 35 Culvert 15/3 14.94 1x1.5x4.0 RCC Slab 36 Culvert 16/1 15.12 1x3.0x3.0 RCC Slab 37 Bridge CD-4 15.475 7x20 + 1x10 Precast I girder 38 Bridge CD-5 15.900 8x20 Precast I girder 39 Culvert 17/1 16.31 1x2.0x3.0 RCC Slab




40 Pipe Culvert 17/2 16.51 2x1.2 Hume Pipe 41 Viaduct V-2 16.885 7x20 Precast I girder 42 Culvert 18/1 17.2 1x2.0x4.0 RCC Slab 43 Pipe Culvert 18/2 17.42 1x1.2 Hume Pipe 44 Pipe Culvert 18/3 17.49 1x1.2 Hume Pipe 45 Pipe Culvert 18/4 17.8500 1x1.2 Hume Pipe 46 Pipe Culvert 18/5 17.945 1x1.2 Hume Pipe 47 Culvert 19/1 18.110 1x1.5x5.0 RCC Slab 48 Vehicular Underpass U 6 18.120 1x12 RCC Slab 49 Bridge B-8 18.572 5x20 Precast I girder 50 Vehicular Underpass U 7 18.974 1x12 RCC Slab 51 Pipe Culvert 19/2 18.990 2x1.2 Hume Pipe 52 Culvert 20/1 19.090 1x2.0x3.0 RCC Slab 53 Culvert 20/1 19.125 1x2.0x3.0 RCC Slab 54 Pipe Culvert 20/2 19.290 1x1.2 Hume Pipe 55 Pipe Culvert 20/2 19.670 1x2.0x3.0 RCC Slab 56 Bridge B-9 19.545 29+4x20+29 Post/Pretension Girder 57 Pipe Culvert 20/3 19.675 1x1.2 Hume Pipe 58 Pipe Culvert 20/4 19.740 1x1.2 Hume Pipe 59 Pipe Culvert 20/5 19.880 1x1.2 Hume Pipe 60 Pipe Culvert 21/1 20.081 2x1.2 Hume Pipe 61 Pipe Culvert 21/2 20.171 1x1.2 Hume Pipe 62 Pipe Culvert B-10 20.420 1x15 RCC Slab 63 Viaduct V-2A 20.700 8x20 Precast I girder 64 Pipe Culvert 21/3 20.865 2x1.2 Hume Pipe 65 Pipe Culvert 21/4 20.907 2x1.2 Hume Pipe 66 Viaduct V-2B 20.700 7x20 Precast I girder 67 Culvert 22/1 21.060 1x2.0x2.0 RCC Slab 68 Pipe Culvert 22/2 21.260 1x1.2 Hume Pipe 69 Culvert 22/3 21.400 1x1.5x5.0 RCC Slab 70 Culvert 23/1 22.740 1X2.1X3.00 RCC Slab 71 Culvert 23/2 22.840 1x1.50x5.0 RCC Slab 72 Culvert 23/3 22.990 1X3.3X6.00 RCC Slab 73 Viaduct V-2C 22.990 3x20 Precast I girder 74 Vehicular Underpass U-8 23.025 1x12 RCC Box 75 Viaduct V-3 23.368 18x20x10 Precast I girder 76 Viaduct V-4a 23.989 7x20 Precast I girder 77 Viaduct V-4b 23.989 7x20 Precast I girder

78 Viaduct V-5 24.330 6x40+10LHS

6x40 RHS Slab with Steel Girder + Solid Slab

79 Viaduct V-6 24.860 3x20 Precast I girder 80 Bridge CD-6 25.435 3x10 RCC Slab 81 Pipe Culvert 27/1 26.14 1x1.2 Hume Pipe




82 Viaduct V-7 26.290 2x20 Precast I girder 83 Culvert 27/2 26.505 1x2.0x3.0 RCC Slab 84 Culvert 27/3 26.64 1x2.0x3.0 RCC Slab 85 Pipe Culvert 27/4 26.77 2x1.2 Hume Pipe 86 Culvert 27/5 26.84 1x2.0x2.0 RCC Slab 87 Culvert 27/6 27.068 1X2.5X3.00 RCC Slab 88 Culvert 28/1 27.36 1X1.5X4.00 RCC Slab 89 Culvert 28/2 27.51 1X1.5X4.00 RCC Slab 90 Culvert 28/3 27.58 1X1.5X5.00 RCC Slab 91 Culvert 28/4 27.66 1X1.5X3.00 RCC Slab 92 Culvert 28/5 27.78 1X1.5X4.00 RCC Slab 93 Culvert 28/6 27.86 1X1.5X2.00 RCC Slab 94 Culvert 28/7 27.985 1x2.0x2.0 RCC Slab 95 Culvert 29/1 28.07 1X1.5X2.00 RCC Slab 96 Culvert 29/2 28.22 1X1.5X2.00 RCC Slab 97 Culvert 29/3 28.26 1X1.5X2.00 RCC Slab 98 Culvert 29/4 28.355 1x2.1x3.0 RCC Slab 99 Culvert 29/5 28.44 1x1.55x2.0 RCC Slab

100 Culvert 29/6 28.49 1x1.5x2.0 RCC Slab 101 Viaduct V-7A 28.613 1x25 Cast in situ I girder 102 Culvert 29/7 28.538 1x1.75x3.0 RCC Slab 103 Culvert 29/8 28.7 1x2.0x2.0 RCC Slab 104 Culvert 29/9 28.92 1x6.0x9.0 RCC Slab 105 Viaduct V-8 28.920 1x20 Precast I girder 106 Culvert 30/1 29.23 1x2.4x5.0 RCC Slab 107 Culvert 30/2 29.435 1x2.1x3.0 RCC Slab 108 Culvert 30/3 29.545 1x2.0x3.0 RCC Slab 109 Culvert 30/4 29.66 1x1.5x2.0 RCC Slab 110 Culvert 30/5 29.77 1x2.0x3.0 RCC Slab 111 Culvert 30/6 29.98 1x2.0x2.0 RCC Slab 112 Culvert 31/1 30.65 1x2.0x3.0 RCC Slab 113 Culvert 31/2 30.86 1x2.0x2.0 RCC Slab 114 Culvert 31/3 30.925 1x2.0x2.0 RCC Slab 115 Culvert 32/1 31.28 1x2.0x3.0 RCC Slab 116 Viaduct V-10 31.450 4x20 +40+80+40 Precast I girder + Balanced Cantilever 117 Culvert 32/2 31.65 1x2.0x3.0 RCC Slab 118 Culvert 33/1 32.24 1x2.0x2.0 RCC Slab 119 Culvert 33/2 32.8 1x2.4x6.0 RCC Slab 120 Culvert 33/3 32.992 1x2.5x3.0 RCC Slab 121 Culvert 34/1 33.248 1x1.9x4.0 RCC Slab 122 Culvert 34/2 33.435 1x1.5x2.0 RCC Slab 123 Culvert 34/3 33.885 1x2.0x3.0 RCC Slab 124 Culvert 35/1 34.76 1x1.5x3.0 RCC Slab




125 Culvert 36/1 35.24 1x2.0x6.0 RCC Slab 126 Culvert 36/2-A 35.42 1x2.0x8.0 RCC Slab 127 Culvert 36/2-B 35.42 1x2.0x5.0 RCC Slab 128 Culvert 36/3 35.55 1x2.0x8.0 RCC Slab 129 Bridge B-10 A 35.517 30+40+40+30 PSC Box Girder Continuous 130 Culvert 36/4 35.7 1x1.5x2.0 RCC Slab 131 Culvert 36/5 35.825 1x1.5x1.0 RCC Slab 132 Pipe Culvert 37/1 36.005 1x1.2 Hume Pipe 133 Culvert 37/2 36.218 1x2.2x4.0 RCC Slab 134 Culvert 37/3 36.385 1x1.5x2.0 RCC Slab 135 Culvert 37/4 36.45 1x1.6x1.0 RCC Slab 136 Culvert 37/5 38.8 1x1.6x5.0 RCC Slab 137 Viaduct V-12 36.82 3x20 PSC Box Girder Continuous 138 Culvert 38/1 37.05 1x1.6x1.0 RCC Slab 139 Culvert 38/2 39.45 1x2.2x5.0 RCC Slab 140 Culvert 38/3 37.3 1x2.3x6.0 RCC Slab 141 Culvert 38/4 37.362 1x2.0x7.0 RCC Slab 142 Culvert 38/5 37.43 1x1.6x7.0 RCC Slab 143 Culvert 38/6 37.57 1x2.3x1.0 RCC Slab 144 Culvert 38/7 37.74 1x2.95x3.0 RCC Slab 145 Culvert 38/8 37.79 1x2.20x2.0 RCC Slab 146 Culvert 38/9 37.88 1x2.0x7.0 RCC Slab 147 Bridge B-11 38.013 1x30 PSC + T-Beam 148 Culvert 39/1 38.14 1x2.0x3.0 RCC Slab 149 Culvert 39/2 38.37 1x2.0x3.0 RCC Slab 150 Culvert 39/3 38.72 1x1.5x6.0 RCC Slab 151 Viaduct V-13 39.385 1x30 PSC T-Girder Simply Supported 152 Viaduct V-14 39.5 6x20 PSC Box+ T-Beam 153 Culvert 40/1 39.6 1x2.0x5.0 RCC Slab 154 Culvert 40/2 39.66 1x2.4x5.0 RCC Slab 155 Viaduct V-15 39.755 3x20 PSC Box T-girder simply supported 156 Viaduct V-16 39.9 30+40+30 PSC Box Girder Continuous 157 Culvert 40/3 39.99 1x2.0x1.0 RCC Slab 158 Culvert 41/1 40.1 1x2.0x1.0 RCC Slab 159 Culvert 41/2 40.38 1x2.1x2.0 RCC Slab 160 Culvert 41/3 40.53 1x2.0x5.0 RCC Slab 161 Pipe Culvert 41/4 40.58 1x1.2 Hume Pipe 162 Bridge B-13 40.88 3x20 PSC Box Girder Simply Supported 163 Culvert 41/5 40.995 1x2.3x5.0 RCC Slab 164 Culvert 42/1 41.085 1x2.0x3.0 RCC Slab 165 Culvert 42/2 41.285 1x1.5x4.0 RCC Slab 166 Bridge B-15 41.635 1x30 PSC T-Girder Simply Supported 167 Culvert 42/3 41.79 1x2.35x3.0 RCC Slab




168 Culvert 42/4 41.815 1x2.0x4.0 RCC Slab 169 Culvert 42/5 41.92 1x1.2x3.0 RCC Slab 170 Culvert 43/1 42.2 1x1.55x1.0 RCC Slab 171 Culvert 43/2 42.335 1x1.5x5.0 RCC Slab 172 Bridge V-17 42.39 2x30 PSC Box Girder Simply Supported 173 Culvert 43/3 42.53 1x2.0x3.0 RCC Slab 174 Culvert 43/4 42.71 1x1.6x4.0 RCC Slab 175 Culvert 43/5 42.925 1x2.6x4.0 RCC Slab 176 Culvert 44/1 43.14 1x2.1x4.0 RCC Slab 177 Culvert 44/2 43.35 1x2.5x2.0 RCC Slab 178 Culvert 44/3 43.43 1x2.1x6.0 RCC Slab 179 Culvert 44/4 43.59 1x1.5x4.0 RCC Slab 180 Culvert 44/5 43.755 1x1.9x4.0 RCC Slab 181 Viaduct B-16 44.086 1x20 RCC T-Beam 182 Culvert 45/1 44.308 1x1.75x4.0 RCC Slab 183 Culvert 45/2 44.525 1x2.4x3.0 RCC Slab 184 Culvert 45/3 44.865 1x2.5x2.0 RCC Slab 185 Culvert 45/4 44.99 1x1.55x4.0 RCC Slab 186 Culvert 46/1 45.158 1x1.90x3.0 RCC Slab 187 Culvert 46/2 45.345 1x1.70x5.0 RCC Slab 188 Culvert 46/3 45.4 1x1.5x6.0 RCC Slab 189 Culvert 46/4 45.58 1x1.80x6.0 RCC Slab 190 Culvert 46/5 45.625 1x2.1x4.0 RCC Slab 191 Culvert 46/6 45.908 1x2.1x2.0 RCC Slab 192 Bridge B-17 46.06 3x20 PSC Box Girder Simply Supported 193 Culvert 47/1 46.01 1x1.9x2.0 RCC Slab 194 Culvert 47/2 46.125 1x2.1x6.0 RCC Slab 195 Culvert 47/3 46.18 1x1.5x8.0 RCC Slab 196 Culvert 47/4 46.275 1x1.5x8.0 RCC Slab 197 Culvert 47/5 46.345 1x1.5x8.0 RCC Slab 198 Pipe Culvert 47/6 46.465 3x1.2 Hume Pipe 199 Pedestrian Underpass U-10 46.5 1x5.5 RCC Slab 200 Culvert 47/7 46.63 1x2.0x3.0 RCC Slab 201 Culvert 47/8 46.837 1x1.5x3.0 RCC Slab 202 Culvert 47/9 46.995 1x1.5x2.0 RCC Slab 203 Culvert 48/1 47.175 1x1.5x3.0 RCC Slab 204 Bridge B-18 47.794 1x12 RCC T-Beam 205 Culvert 49/1 48.075 1x1.7x3.0 RCC Slab 206 Bridge B-19 48.569 1x12 RCC T-Beam 207 Bridge B-20 49.03 2x40 PSC Box Girder Simply Supported 208 Bridge B-21 49.41 7x20 PSC Box Girder Continuous Type

209 Culvert 50/1 49.08 1x1.5x2.0 RCC Slab




210 Culvert 50/2 49.27 1x2.0x3.0 RCC Slab 211 Bridge B-12 212 Culvert 50/3 49.53 1x1.5x4.0 RCC Slab 213 Bridge B-22 49.644 3x20 PSC Box Girder Simply Supported 214 Culvert 50/4 49.76 1x1.5x6.0 RCC Slab 215 Culvert 50/5 49.87 1x1.5x2.0 RCC Slab 216 Culvert 50/6 49.945 1x1.5x4.0 RCC Slab 217 Bridge B-22A 50.052 2x20 PSC Box Girder Simply Supported 218 Bridge B-23 50.253 30+40+30 PSC Box Girder Continuous 219 Bridge B-24 50.42 7x20 PSC Box Girder Simply Supported 220 Pipe Culvert 51/1 50.66 2x1.20 Hume Pipe 221 Pipe Culvert 51/2 50.86 2x1.20 Hume Pipe 222 Culvert 52/1 51.418 1x2.0x4.0 RCC Slab 223 Culvert 52/2 51.685 1x2.0x4.0 RCC Slab 224 Culvert 52/3 51.98 1x2.0x2.0 RCC Slab 225 Bridge B-25 52.11 2x20 PSC Box Girder Continuous 226 Culvert 53/1 52.34 1x2.0x5.0 RCC Slab 227 Viaduct V-18A 0.179 1x30 PSC T-Beam Simply Supported 228 Culvert 1/1 0.185 1x3.0x6.0 RCC Slab

229 Viaduct V-18B 0.26 1x30 PSC T-Beam Simply Supported 230 Culvert 1/2 0.28 1x1.8x8.0 RCC Slab 231 Culvert 1/3 0.615 1x2.0x2.0 RCC Slab 232 Bridge B-25 A 0.772 1x20 RCC T-Beam 233 Bridge B-26 0.967 1X25 RCC T-Beam 234 Culvert 2/1 1.29 1x2.0x2.0 RCC Slab 235 Culvert 2/2 1.595 1x3.0x3.0 RCC Slab 236 Culvert 2/3 1.93 1x1.5x4.0 RCC Slab 237 Bridge B-27 1.985 1X25 RCC T-Beam 238 Culvert 3/1 2.275 1x2.0x4.0 RCC Slab 239 Culvert 3/2 2.46 1x2.0x3.0 RCC Slab 240 Culvert 3/3 2.74 1x2.0x4.0 RCC Slab 241 Bridge B-28 2.93 3x20+2x35+1x70 PSC Box Girder Simply Supported 242 Culvert 4/1 3.195 1x1.8x2.0 RCC Slab 243 Culvert 4/2 3.41 1x2.0x4.0 RCC Slab 244 Bridge B-29 3.51 1X20 RCC T-Beam 245 Culvert 4/3 3.6 1x2.0x3.0 RCC Slab 246 Culvert 4/4 3.91 1x2.0x4.0 RCC Slab 247 Culvert 5/1 4.485 1x2.0x2.0 RCC Slab 248 Culvert 5/2 4.65 1x3.0x3.0 RCC Slab 249 Culvert 6/1 5.17 1x2.0x3.0 RCC Slab 250 Culvert 6/2 A 5.355 1x6.0x6.0 RCC Slab 251 Culvert 6/2 B 5.385 1x6.0x8.0 RCC Slab




252 Culvert 6/3 A 5.61 1x2.0x3.0 RCC Slab 253 Culvert 6/3 B 5.61 1x2.0x2.0 RCC Slab 254 Bridge B-30 5.784 8x20+2x37+1x66 PSC Box Girder Simply Supported 255 Bridge CD-7 5.885 1x20 Multiple slab 256 Culvert 7/1 6.043 1x6.0x3.0 RCC Slab 257 Culvert 7/2 6.3 1x2.0x4.0 RCC Slab 258 Culvert 7/3 6.785 1x2.0x4.0 RCC Slab 259 Culvert 7/4 6.985 1x2.0x4.0 RCC Slab 260 Culvert 8/1 7.28 1x2.0x6.0 RCC Slab 261 Culvert 8/2 7.488 1x2.0x2.0 RCC Slab 262 Culvert 8/3 7.82 1x2.0x4.0 RCC Slab 263 Culvert 8/4 7.87 1x1.5x2.0 RCC Slab 264 Culvert 9/1 8.54 1x1.5x4.0 RCC Slab 265 Pipe Culvert 9/2 8.82 3x1.20 Hume Pipe 266 Pedestrian Underpass U-11 8.836 1x5.5 RCC Slab 267 Culvert 10/1 9.06 1x2.0x4.0 RCC Slab 268 Culvert 10/2 9.22 1x2.0x2.0 RCC Slab

269 Culvert 11/1 10.115 1x2.0x4.0 RCC Slab 270 Culvert 11/2 10.635 1x1.80x4.0 RCC Slab 271 Culvert 11/3 10.87 1x2.0x4.0 RCC Slab 272 Pipe Culvert 12/1 11.83 1x1.2 Hume Pipe 273 Pipe Culvert 12/2 11.885 1x1.2 Hume Pipe 274 Culvert 13/1 12.435 1x1.7x4.0 RCC Slab 275 Bridge B 31 A 12.7 30+40+30 PSC Box Girder Continuous 276 Culvert 13/2 12.92 1x2.0x2.0 RCC Slab 277 Culvert 14/1 13.405 1x2.0x4.0 RCC Slab 278 Bridge B-32 13.545 20+25+25+20 PSC Box+ PSC T-Beam Simply Supported 279 Culvert 14/2 13.66 1x2.0x3.0 RCC Slab 280 Culvert 15/1 14.13 1x2.0x5.0 RCC Slab 281 Vehicular Underpass U-12 14.2 1x12 RCC Slab/T-Beam 282 Pipe Culvert 15/2 14.37 2x1.20 Hume pipe 283 Culvert 15/3 14.43 1x2.0x6.0 RCC Slab 284 Pipe Culvert 15/4 14.675 2x1.20 Hume pipe

285 Pipe Culvert 15/5 14.87 2x1.20 Hume pipe



288 Bridge B-34 15.36 1X30 PSC T-Beam Simply Supported






Wild Life Affected Section

S. No. Chainage Wild Life Area Section Length (KMS)

1 18+700 to 20+200 Ram Nagar Wild Life Sanctuary

Jammu Bypass 1.500

2 9+300 to 9+700 Ram Nagar Wild Life

Sanctuary Main Road 0.400

3 23+800 to 26+000 Nandni Wild Life

Sanctuary Main road 2.200

Total Length 4.100




LIST OF PROFESSIONALS (INDEPENDENT ENGINEER)

Key Professionals

S.No. Name Designation Mobile No. Date of

Mobilization

1 Mr. V. Sree Rama

Krishna Team Leader cum Senior Highway Engineer 09697506239 18-Oct-2011

2 Mr. Vinod Rohetekar Senior Bridge Engineer 09958084364 04-Aug-2011

3 Senior Tunnel Engineer 04-Aug-2011

4 Mr. R. K. Sudhan Senior Geologist - 03-Mar-2014

5 Mr. S.B.K. Singh Resident cum Highway Engineer 09018968257 04-Aug-2011

6 Mr. Manoj Kumar Highway Design Engineer 09650352323 12-Sep-2011

7 Mr. S.N.Yadav Senior Pavement Specialist 09622282783 TBN

8 Mr. Ajay K. Parsad Senior Quality cum Material Expert 09811124721 08-Sep-2011

9 Mr. V. Krishan Prasad Traffic and Transport Expert 24-Aug-2011

10 Mr. Rajeev Roy Road Safety Expert 09811124721 24-Aug-2011

11 Mr. Rajat Sethi Financial Expert 09816671681 01-Oct-2011

12 Mr. Brijesh Kumar Legal Expert 09810528057

Sub Key Professionals

1 Survey Engineer -1 26-Sep-2011

2 Mr. Randhir Singh Survey Engineer -2 09419274171 01-July-2014

3 Mr. Nikhil Gandotra Assistant Highway Engineer -1 09796622221 01-Oct-2011

4 Mr. S.S. Khorana Assistant Tunnel Engineer 09906339030 01-Sep-2013

5 Mr. S.K. Bhan Assistant Geologist 09419138846 28-Sep-2011

6 Mrs. Madhu Mittal CAD Expert 09999004043 23-Sep-2011

7 Mr. Sunil Kumar Environmental Engineer 09263506826 16-Sep-2011

8 Mr. Pravin Kumar Assistant Bridge Engineer -1 09858736593 19-Sep-2011

9 Assistant Bridge Engineer -2 01-Sep-2012

10 Mr. Rajesh Kumar Assistant Quality cum Material Engineer -1 09858533501 19-Sep-2011

11 Mr. Rajesh Gigoo Assistant Quality cum Material Engineer -2 09419166576 10-Sep-2011

12 Mr. Shabir Hussain Electrical Engineer 08800658119 06-Nov-2012

13 Mr. M.K. Solanki HTMS/Toll Expert 09910354433 TBN

14 Mr Parshant Singhi Quantity Surveyor 09811356909 23-09-2011

15 Mr. R.B. Verma Horticulture/Landscaping Expert 09818480424 30-08-2013




Scope of the project 14.1 General The scope of the project evolves and calls for the performance and execution of the Concessionaire inclusive of design engineering aspect, financing, procurement, construction, operation and maintenance of the project highway in accordance with the concession Agreement, IRC Specification & MORT&H Standard.

In Planning, design and execution of the works and other allied works in connection with the repair, maintenance or improvement of the project highway and functions associated with the construction of the project highway and roadside facilities. The concessionaire shall take all such actions and do such all things but not limited to organizing himself, adopting measure and standards, executing procedures including inspection procedures and highway patrols and should accentuate the responsibilities in engaging and managing contractor agencies and employees.

The concessionaire shall himself carryout and will be responsible for engineering surveys, investigations , detailed engineering designs and prepare the working drawing or all the components relevant for the improvement and up-gradation of the project highway to fulfill the scope of the project. The design for different project facilities shall follow the locations and indicative design as specified in Concession Agreement.

The civil works on this 64.579 km. stretch of NH-1A involves developing of existing two lane carriageway to two dual lane carriageway by way of Rehabilitation, strengthening and four laning of jammu to Udhampur section from Km 15.200 (Jammu Bypass) to Km 67.000 of NH 1-A in the state of Jammu and Kashmir on DBFOT/Annuity basis.

14.2 Highway (Length : 64.579 km.)

i. Pavements:

The 4-laning project pavement design includes strengthening overlay of existing pavement, new pavement for widening for existing carriageway on existing formation for accommodating width for kerb and paved shoulder for symmetrical, concentric and eccentric (one-sided) widening, new pavement for service roads of flexible pavement and new rigid pavement for Toll Plaza. Based on the Final Detailed Project Report, Contract Drawings, IRC standard specification and codes of practice, the design of pavement for both flexible and rigid in the entire 64.579 km. For new flexible pavement, the design has to be carried out using IRC: 37-2001 adopting relevant traffic loading and sub-grade pavement parameter. Designs have to be prepared adopting ASSHTO procedure of comparison of result and for finalization of pavement composition using engineering judgment. The pavement was initially designed for 20 years life considering the post construction period of 17 years with strengthening works through application of bituminous overlays.

ii. Cross Section

The project highway shall generally be widened to have a minimum 4 lane dual carriageway with 1.0/1.5 m. wide paved shoulder facility. The typical cross sections of the four lane divided highway (wide median) is applicable for Jammu Bypass, Nagrotra Bypass and Udhampur Bypass section and narrow median is applicable in main road section which shall be followed along with the minimum design criteria.

The alternative cross section of the Project highway at the cross drainage structures shall follow the typical cross section in consultation with the Independent Engineer at the time review of construction. The utility services shall be carried through the nearest cross drainage structure/cattle crossing below its




deck slab and above HFL. In the absence of such structure in the vicinity of the proposed location, it shall pass through underground pipe culverts.

iii. Bypass

The Jammu Bypass takes off from NH-1A at km 15+200 to 20+300 km. The Nagrota Bypass take off from NH-1A at Km 10+200 to 22+400 km and the Udhampur Bypass takes off from NH-1A at Km 0.000 to 16.452 km. The total length of the bypasses is approximately 33.752 km.

iv. Major Intersections

Intersection of primary importance will be improved considering safe and smooth traffic movement. The scope comprises of channelization, left and right turn, acceleration/deceleration lanes. Auxiliary acceleration/deceleration lanes for left turning traffic will be provided at entrance of major roadside facilities such as wayside, amenities, service road areas, truck lay-byes and traffic merging/diverging locations. It covers improvement of all the intersections/junctions in Jammu to Udhampur at Ch. 15.200 of Jammu Bypass (Type-Three Legged with Median Opening), Ch. 18.550 of Jammu Bypass (Type-Three Legged with Median Opening), Ch. 9.872 of Main Road (Type-Three Legged with Median Opening), ch.13.160 of Nagrota Bypass (Type-Four Legged with Median Opening), Ch. 21.860 of Nagrota Bypass (Type-Three legged), Ch. 23.000 of main road (Type-Three legged), Ch: 9.350 of Main Road (Type-Three legged), Ch: 26.870 of main road (Type-Three legged), Ch:29.765 of Main Road (Type-Three Legged with Median Opening), Ch: 29.765 of Main Road (Type-Three Legged with Median Opening), Ch: 30.575 of Main Road (Type-Three Legged with Median Opening), Ch: 30.740 (Type-Three Legged with Median Opening), Ch: 50.530 (Type-Three Legged with Median Opening), Ch: 52.300 of Udhampur Bypass (Type-Three Legged with Median Opening), Ch: 11.860 of Udhampur By pass (Type-Three Legged).

v.Minor Intersections

Intersection of primary importance will be improved considering safe and smooth traffic movement. The scope comprises of channelization, left and right turn. Auxiliary acceleration/deceleration lanes for left turning traffic will be provided at entrance of major roadside facilities such as wayside, amenities, service road areas, truck lay-byes and traffic merging/diverging locations. It covers improvement of all the intersections/junctions in Jammu to Udhampur at ch.12.700 at Nagrota Bypass (Type-Three Legged), Ch; 14.530 at Nagrota Bypass (Type-Three Legged),Ch: 15.710 at Nagrota Bypass (Type-Three Legged), Ch: 28.710 at Main Road (Type-Three Legged), Ch: 29.190 at Main Road (Type-Three Legged), Ch: 32.740 at Main Road (Type-Three Legged), Ch: 7.820 at Udhampur Bypass (Type-Three Legged).

14.3 Structures

i. Bridges

Construction of 8 nos. of New Bridges are included in the project on the following chainages: At Ch. 40+321 (Single span with 7.10 meters length), Ch. 41+397 (single span with 7.00 meters length), ch.54+170 (1- span @ 31.10 meters on each end and 3 spans @ 32.20 meters each), Ch. 57+ 625 (3 spans @ 38.30 meters each), Ch. 58+690 (1-span @ 46.225 meters on each end and 7 spans @ 48.150 meters each), Ch. 59+000 (1-span at 26.875 meters on each end and 2 spans @ 27.30 meters length each), Ch. 59+535 (single span with 35.00 meters length), and Ch. 67+575 (single span with 30.00 meters length)




ii. Underpasses

a) Vehicular Underpass Vehicular Underpass are included in the project for the safe and smooth traffic movement. The scope comprises of channelization and are provided on the following chainages Ch: 16.839 (Jammu Bypass) ,Ch; 20.080 (Jammu Bypass), Ch: 10.500 (Nagrota Bypass), Ch: 10.800 ( Nagrota bypass), Ch: 11.160 (Nagrota bypass), Ch: 18.120 (Nagrota bypass), Ch: 18.974 (Nagrota bypass), Ch: 23.025 (Main Road), Ch: 14.200 (Udhampur Bypass)

b) Pedestrian Underpass

Underpasses are include in the project for the safe and smooth pedestrian movement. The scope comprises of channelization and is provided on the following chainages Ch:12.265 (Nagrota Bypass), Ch: 46.500 (Main Road), Ch: 8.836 (Udhampur Bypass)

14.4 Tunnels 04 Nos. of twin Tunnels are also included in this project for reducing the length of the road and to provide safe and smooth traffic movement, to avoid excessive excavation of hard rock in high hills to minimize

sharp curves and improve horizontal alignment in the hilly terrain also to avoid damage to forests and wild life.

The Tunnel chainages are as follows. Tunnel T1 – Ch:- 23.720 to 23.890 (LHS) Ch:- 23.715 to 23.800 (RHS) Tunnel T2 – Ch:- 24.480 to 24.711 (LHS) Ch:- 24.533 to 24.800 (RHS) Tunnel T3 – Ch:- 24.940 to 25.370 (LHS) Ch:- 24.916 to 25.390 (RHS) Tunnel T4 – Ch:- 25.290 to 26.020 (LHS) Ch:- 25.490 to 26.000 (RHS) The aggregate length of the tunnels are at LHS- 1361 meters and at RHS – 1416 meters.

14.5 Topographic Survey The Survey activities for the project are still in progress.




19.0 QA / QC Report for the Month of September 2014: 19.1Introduction:

EPC Contractor has established two site laboratories at Chainage 17+400 (Nagrota Bypass) for Jammu section and at Chainage 1+600 (Udhampur Bypass) for Udhampur section. Both the laboratories are 70% equipped with the lab equipment’s which covers testing for Aggregates, Cement, Soil and Concrete.

Calibration reports of all the major equipment’s were submitted to IE by the concessionaire on behalf of EPC Contractor and were found in order

19.2. Approvals

Before the mobilization of the Independent consultant, Concessionaire have got the approvals the below following major items from PD NHAI

1) Steel a) TATA Tiscon

b) SAIL

c) RINL

d) SHYAM Steel

e) Jindal Steel

f) K.L. Steel

2) Cement a) Ultratech (Vikram)

b) Ambuja

c) ACC

d) JP

3) Construction Chemicals a) Fosroc

b) Sikament

c) CICO

d) BASF

e) DON

f) Pidilite

g) Sikka

19.3Site Laboratory at Km 17+400 (Jammu Section) 1) Concessionaire have submitted mix designs from M15 to M50 grade of concrete for Jammu section, which were reviewed

and found in order. 2) Job mix formula for GSB and WMM have been reviewed and found in order. 3) Concrete mix designs done with Fly-Ash as partial replacement of cement has been rejected. 4) Bituminous concrete JMF has been reviewed and commented. 5) Back fill material of RE Wall has been reviewed and found in order. 6) DBM Job Mix Formula has been reviewed and found in order. 7) Semi dense bituminous concrete mix design have been reviewed and found in order. 8) Concrete Mix design for DLC has been reviewed and found in order. 9) PQC Mix design for Toll Plaza has been reviewed and commented.




10) Material for paving quality concrete have been commented. 11) SRF Shotcrete mix design M-25 grade for tunnel has been reviewed and commented. 12) Water proofing system for tunnel has been reviewed and found in order. 13) Revise/dry lean concrete mix design No.2 has been reviewed and found in order. 19.4 Site Laboratory at Km 1+600 (Udhampur section) 1) Job mix formula for GSB has been reviewed and found in order. 2) Filter media JMF has been reviewed and found in order. 3) Concrete mix designs done with fly ash as partial replacement of cement has been rejected. 4) Bituminous Concrete has been reviewed and found in order. 5) Concrete Mix Design has been reviewed and found in order. 6) Job Mix Formula for the DBM grading II has been reviewed and found in order. 7) Concrete Mix design with complast 440 reviewed and commented. 8) Semi dense Bituminous concrete has been revised and commented. 9) Semi dense Bituminous concrete grading II after compliance report reviewed and found in order.

19.4.1. Quality Control Tests During Construction and on Completion of Items of work In compliance with Scope of Services to be executed by the Independent Engineer Concession Agreement Volume I Article 13 Clause 13.3.1.The Independent Engineer is required to supervise the work on day-to-day basis as per the work programme of the Concessionaire and to approve and monitor the Workmanship of the work. During construction phase it is Mandatory that IE’s Key staff should check at least 10-20% of Request for Inspection (RFI) pertaining for each item and close them.

19.4.2 Number of RFIs Submitted by the Concessionaire to Independent Engineer.

For the month of September’2014 the Nos. of RFI for Material, Structure, Survey and Highway are listed bellow with corresponding percentage attended by IC as per Concession Agreement:

A. RFI for Structures B. RFI for Highways C. RFI for Geology/ Tunnels




TOTAL STATUS OF ROAD WORKS

S. No.

Item

MAIN CARRIAGE WAY SERVICE ROAD

Remarks Uni

t

LHS RHS LHS RHS

Tota

l

As o

n 30

th S

ept

2014

com

plet

ed

Curr

ent m

onth

co

mpl

eted

In P

rogr

ess

Tota

l

As o

n 30

th S

ept

2014

com

plet

ed

Curr

ent m

onth

co

mpl

eted

In P

rogr

ess

Tota

l

As o

n 30

th S

ept

2014

com

plet

ed

Curr

ent m

onth

co

mpl

eted

In P

rogr

ess

Tota

l

As o

n 30

th S

ept

2014

com

plet

ed

Curr

ent m

onth

co

mpl

eted

In P

rogr

ess

1

C& G/ Excavation

Embankment /Misc

Km

59.9

02

55.1

15

0.45

0

59.9

77

55.8

87

1.15

0

9.74

1

8.68

0 0

8.58

1

8.42

0 0

2

Pave

men

t

Granular sub base

(GSB)

Km

59.9

02

51.4

42

0 0

59.9

77

53.3

31

0 0

9.74

1

8.03

2

0.01

9

0

8.58

1

7.9

0.01

0

Wet Mix Macadam (WMM)

Km

59.9

02

50.6

43

0

59.9

77

52.5

18

0.29

0

9.74

1

8.01

8

0 -

8.64

1

7.9 0 -

Dense Bitumen

Macadam (DBM)-1

Km

59.9

02

50.8

19

0 0

59.9

77

52.8

03

0.19

2

0 0 0 0 - 0 - 0 -

Dense Bitumen

Macadam (DBM)-ll

Km

59.9

02

51.1

06

0.05

1

0

59.9

77

52.2

17

0.62

0

9.74

1

7.59

7

0 -

8.64

1

7.62

0 -

Bituminous

Concrete (BC)

Km

64.5

79

56.2

70

0 0

64.5

79

56.2

86

0.01

5

0

9.74

1

7.11

0 -

8.64

1

7.71

0 -

Kerbs Km 62

49.3

92

0 0 60

49.6

77

0.00

3

0 0 0 0 - - 0 -

Proctective works & Drains Total As on 30th Sept 2014 completed

Current month completed

In progress

3 Retaining Wall Sqm 161,544 161,470 0

Breast Wall Sqm 69,542 64,460 0




REHABILITATION, STRENGTHENING AND FOUR LANING OF JAMMU - UDHAMPUR HIGHWAY

STATUS OF STRUCTURES

S No

Structures To

tal

As

on 3

1st S

ept c

ompl

eted

Curr

ent

mon

th c

ompl

eted

In P

rogr

ess

Status of Structures In Progress

Remarks

Foundation Substructures Super

Structures Protection

Works Finishing Items

Tota

l A

s on

31s

t Sep

t co

mpl

eted

Cu

rren

t m

onth

co

mpl

eted

In

Pro

gres

s

Tota

l A

s on

31s

t Sep

t co

mpl

eted

Cu

rren

t m

onth

co

mpl

eted

In

Pro

gres

s

Tota

l A

s on

31s

t Sep

t co

mpl

eted

Cu

rren

t m

onth

co

mpl

eted

In

Pro

gres

s

Tota

l A

s on

31s

t Sep

t co

mpl

eted

Cu

rren

t m

onth

co

mpl

eted

In

Pro

gres

s

Tota

l A

s on

31s

t Sep

t co

mpl

eted

Cu

rren

t m

onth

co

mpl

eted

In

Pro

gres

s

1

Maj

or

Brid

ges/

Via

duct

s 36

35

1 0 461

445 0

461

445 0

401

387 1 0 36

34

1 2 36

34

1 2

2

Min

or

Brid

ges/

Via

duct

s 27

26

0 1 95

91

1 - 95

91

2 53

47

0 - 27

26

1 0 27

26

1 0

3 Pipe Culverts

66

52

0 4 66

52

0 2 66

52

0 2 66

52

3 66

54

0 0 66

54

0 0

4

Slab/Box Culverts

223

217 0 2 223

217 0 1 223

217 0 1 223

217 0

223

217 0 0 223

217 0 0

5 Underpasses 12

12

0 - 13

13

0 - 24

24

0 - 12

12

0 - 12

12

0 12

10

1 2

6 Flyovers

1 - 0 1 5 5 0 - 5 5 0 - 4 3 0 1 1 1




STATUS OF TUNNEL WORKS - JAMMU SECTION

S. No

.

ITEM DESCRIPTION

TUNNEL T-1 TUNNEL T-2 TUNNEL T-3 TUNNEL T-4

Current month

completed

UNIT

LHS RHS LHS RHS LHS RHS LHS RHS

Tota

l

Com

plet

ed

Tota

l

Com

plet

ed

Tota

l

Com

plet

ed

Tota

l

Com

plet

ed

Tota

l

Com

plet

ed

Tota

l

Com

plet

ed

Tota

l

Com

plet

ed

Tota

l

Com

plet

ed

1 Excavation/Muck removal/Primary support

(i ) Heading

Rm

187.

00

187.

00

148.

00

148.

00

260.

00

250.

00

269.

00

269.

00

471.

00

471.

00

474.

00

474.

00

547.

50

547.

00

559.

00

559.

00

(ii ) Benching

Rm

187.

00

187.

00

148.

00

148.

00

260.

00

26

9.00

269.

00

471.

00

471.

00

474.

00

474.

00

547.

50

265.

00

559.

00

500.

00

300

mts

Portals

Nos

.

2.00

2.00

2.00

2.00

2.00

2.00

2.00

2.00

2.00

2.00

2.00

2.00

2.00

2.00

2.00

2.00

2 N

os.

2 Lining/Protectio

n works

(i) Heading

Rm

187.

00

187.

00

148.

00

148.

00

260.

00

250.

00

269.

00

269.

00

471.

00

471.

00

474.

00

474.

00

547.

50

47.0

0

559.

00

200.

00

247

mts

(ii) Benching

Rm

187.

00

187.

00

148.

00

148.

00

260.

00

26

9.00

269.

00

471.

00

471.

00

474.

00

474.

00

547.

50

47.0

0

559.

00

200.

00

247

mts

3 Pavement

works

Rm

187.

00

187.

00

148.

00

148.

00

260.

00

26

9.00

47

1.00

47

4.00

454.

00

547.

50

55

9.40




19.4.3. Number of RFIs Attended/ Checked by IE

a. For Tunnel Work: Total RFIs Submitted by Concessionaire = 109 Nos. Attended/closed by IE = 14 Nos. %age of Attended = 12.84 % RFIs Approved = 13 Nos.

Not Approved = 1 No.

b. For Structure Work:

Total RFIs Submitted by Concessionaire = 71 Nos. Attended/closed by IE = 10 Nos. %age of Attended = 14.08 % RFIs Approved = 10 Nos.

Not Approved = Nil.

c. For Highway Work: Total RFIs Submitted by Concessionaire = 46 Nos. Attended/closed by IC = 12 Nos. %age of Attended = 26.08 % RFIs Approved = 8 Nos. Not Approved = 4 Nos.

19.5 Highway density checking report conducted by Independent Engineer at Jammu Section

S. No

Date RFI No

Stretch Description of Work Remarks

1 01.09.2014 58562 Ch. 26+130 to 26+300 R/S Level and FDT checking of GSB Top layer Proceed as per specification 2 02.09.2014 58563 Ch. 26+130 to 26+200 R/S Pouring of PCC for Breast wall Proceed as per specification 3 13.09.2014 58630 Ch. 30+740 to 30+765 L/S Laying of BC Proceed as per specification 4 22.09.2014 58664 Ch. 24+210 to 24+447 LHS MCW Laying of BC over V5 Deck slab Proceed as per specification 5 27.09.2014 58733 Ch. 23+584 to 23+609 Median opening Laying of DBM I layer with tack coat Proceed as per specification 6 27.09.2014 58735 Ch. 23+584 to 23+609 Median opening Laying of BC Proceed as per specification

7 30.09.2014 58799 Ch. 31+290 to 31+310 Laying of kerb Work not done, hence not ready for inspection

19.6 Highway density checking report conducted by Independent Engineer at Udhampur Section S. No Date RFI No Chainage Description of Work Remarks

1 15.9.2014 40449 14+960 to 15265 RHS DBM 2nd Layer Laid Checked and found Ok 2 15.9.2014 40448 15+270 to 15+340 RHS Laying of BC over Bridge B-34 Deck Slab Checked and found Ok 3 22.9.2014 40455 6+160 to 6+190 RHS Line drain wall checking for concrete Not ready 4 22.9.2014 40456 6+030 to 6+060 Checking of concrete for median drain wall Not ready 5 30.9.2014 40464 6+170 to 6+190 RHS Line drain wall checking for concrete Not ready

19.7 Structure checking report conducted by Independent Engineer at Jammu Section

S. No

Date RFI No

Chainage Description of Work Remarks

1 2/8/2014 58573 V7 A1R Pouring of M30 concrete for approach slab A1R Checked and found Ok 2 2/9/2014 58574 V7 A1R Pouring of M30 concrete for approach slab A2R Checked and found Ok 3 2/9/2014 58575 Ch. 24+330 Pouring of M15 grade concrete for protecting Toe wall Near A1R 3rd lift Checked and found Ok 4 24/9/2014 58681 CD-6 P2 Checking of reinforcement and shuttering for Pier Raft (P2 RHS) at CD-6 RHS Checked and found Ok 5 24/9/2014 58682 CD-6 P2 Pouring concrete for Raft P2R RHS Checked and found Ok 6 28/9/2014 58765 CD-6 P2R/S Checking of reinforcement and shuttering for P2R/S Pier final lift Checked and found Ok 7 28/9/2014 58766 CD-6 P2R/S Checking and allow for pouring of M35grade concrete for P2R/S Pier final lift Checked and found Ok




19.8 Structure checking report conducted by Independent Engineer at Udhampur Section S. No Date RFI NO. Description of Work Remarks

1 8/9/2014 40425 Checking of R/F shuttering and approval for pouring of concrete RA1 – RP1 Bearing coat B-34 Checked and found Ok

2 10/9/2014 40431 Checking of R/F shuttering and approval for pouring of Hand rail post RA1 B-34 Checked and found Ok 3 30/9/2014 40476 Median wall PCC CA2 to RA2 B-23 Checked and found Ok

19.9 Tunnel checking report conducted by Independent Engineer

S. No Date RFI No Chainage Description of Work Remarks 1 02.09.2014 58570 Ch, 25+850 to Ch. 25+830 RHS Pouring of M25grade SFRS at T4P2 Checked and found Ok 2 02.09.2014 58564 Ch, 24+551 to Ch. 24+554 T2P1 LHS Excavation checking of heading Checked and found Ok 3 03.09.2014 58581 Ch. 24+554.7 to Ch. 24+557 T2P1 LHS Excavation checking of heading Checked and found Ok 4 03.09.2014 58582 Ch. 24+507.60 to 24+503.3 T2P1 RHS Lining concrete by Grating T2P1 RHS Not Ready 5 11.09.2014 58607 Ch. 24+560 to Ch. 24+563 T2P1 LHS Errection of Lattice girder at T2P1 LHS Checked and found Ok 6 11.09.2014 58606 Ch. 24+560 to Ch. 24+563 T2P1 LHS Excavation checking of heading Checked and found Ok 7 14.09.2014 58631 Ch. 24+520 to Ch. 24+524.5 T2P1 RHS Lining concrete by Grating T2P1 RHS Checked and found Ok 8 20.09.2014 58656 Ch. 24+525 to Ch. 24+575 T2P1 RHS Final layer SFRS at T2P1 RHS Checked and found Ok 9 22.09.2014 58612 Ch. 25+565 to Ch. 25+580 T4P1 LHS Pouring of M25grade SFRS at T4P1 Checked and found Ok

10 25.09.2014 58699 Ch. 25+580 to Ch. 25+600 T4P1 LHS Pouring of M25grade SFRS at T4P1 Checked and found Ok 11 27.09.2014 58748 Ch. 25+815 to Ch. 25+800 T4P2 RHS Excavation checking of benching Checked and found Ok 12 29.09.2014 58770 Ch. 24+710 to Ch. 24+730 T2P2 RHS Final layer SFRS at T2P2 RHS Checked and found Ok 13 30.09.2014 58794 Ch. 25+570 to 25+540 T2P1 LHS Excavation checking of benching Checked and found Ok 14 30.09.2014 58796 Ch. 25+513.3 to 25+517.6 T4P1 LHS Lining concrete by Grating T2P1 RHS Checked and found Ok

20.0 QUALITY CONTROL TESTS SUMMARY

TEST PERFORMED TOTAL TEST THIS MONTH

WITNESSED BY I.E. SEPTEMBER 2014 TESTED PASSED FAILED

1 2 3 4 5 EARTHWORK GRAIN SIZE ANALYSIS 20 20 2 LIQUID LIMIT & PI 20 20 2 FREE SWELL TEST 20 20 2 MAX. DRY DENSITY & OMC 20 20 2 CBR 10 10 1 FIELD DENSITY COMPACTION 26 26 CALIBERATION OF MOISTURE METER 2 2 GSB GRADATION/SEIVE ANALYSIS 25 25 3 LIQUID LIMIT & PI 52 52 5 WATER ABSORPTION 10% FINENESS MAX. DRY DENSITY & OMC CBR FIELD DENSITY 22 22 WET MIX MACADAM INDIVIDUAL AGGREAGATE GRADATIONS FOR MIX - - GRADATION/SIEVE ANALYSIS 17 17 2 LIQUID LIMIT & PI 22 22 2 AGGREGATE IMPACT VALUE 8 8 1 FLAKINESS & ELONGATION INDEX 117 117 13




WATER ABSORPTION MAX. DRY DENSITY & OMC PERCENTAGE OF FRACTURED FACES FIELD DENSITY COMPACTION 16 16 FINE AGGREAGTE GRADATION / SIEVE ANALYSIS 6 6 1 SILT CONTENT 6 6 1 SPECIFIC GRAVITY BULK DENSITY MAX. DENSITY/CALIBERATION OF FDD SAND 2 2 COARSE AGGREGATE / STONE GRADATION / SIEVE ANALYSIS 6 6 1 AGGRAGTE IMPACT VALUE TEST 6 6 1 LOS ANGELES ABRASION TEST SOUNDNESS TEST FLAKINESS INDEX & ELONGATION INDEX 6 6 WATER ABSORPTION SPECIFIC GRAVITY BULK DENSITY CEMENT NORMAL CONSISTENCY 5 5 1 INITIAL & FINAL SETTING TIME 5 5 1 FINENESS OF CEMENT 5 5 1 SOUNDNESS OF CEMENT 5 5 1 MORTAR CUBE TEST FOR CEMENT 10 10 1 CONCRETE NOMINAL MIX DESIGN MIX DESIGN LAB SLUMP CONE TEST 670 670 68 CONCRETE CUBE TEST (FIELD TEST) 650 650 56 CONCRETE CUBE TEST (LAB) BITUMINOUS TESTS PENETERATION TEST 15 15 2 SOFTENING PONT TEST 15 15 2 DUCITILTY TEST VISCOSITY TEST 15 15 2 HUME PIPES DIMENSIONAL THREE EDGE BEARING TEST PRMEABILTY TEST BITUMINOUS MIXES DRY GRADATION / MIX GRADATION 20 20 2 AIV 20 20 2 FLAKINESS & ELONGATION INDEX 20 20 2 WATER OBSEVATION & SPECIFIC GRAVITY DENSITY/VOID/STABILITY/FLOW TEST 20 20 2 SITE CORE CUTTING 56 56 6 EXTRACTION 20 20 2 MAXIMUM SPECIFIC GRAVITY 20 20 2




FRACTURED FACES 20 20 2 WATER FOR CONSTRUCTION REINFORCEMENT STEEL 32mm Dia. bars 25mm Dia. Bars 20mm Dia. Bars 16mm Dia. Bars 12mm Dia. Bars 1 10mm Dia. Bars 8mm Dia. Bars Shotcrete & PQC PENETRATION TEST 7 7 1 CORE TEST 15 15 2 PULL OUT TEST 5 5 1 CUBE TEST (FIELD) 349 349 35 FLEXURAL TEST 13 13 2

JAMMU AND UDHAMPUR SECTION EARTH WORK

- Grain Size Analysis S.No. Date Of Testing Sample Location Source Results Remarks

1 26.9.2014 24+150 JBPS OK 2 27.9.2014 26+340 JBPS OK

- Maximum Dry Density S.No. Date Of Testing Sample Location Source Results Remarks

1 26.9.2014 24+150 JBPS OK 2 27.9.2014 26+340 JBPS OK

- California Bearing Ratio S.No. Date Of Testing Sample Location Source Results Remarks

1 26.9.2014 24+150 JBPS OK 2 27.9.2014 26+340 JBPS OK

- Free Swell Index (FSI) S.No. Date Of Testing Sample Location Source Results Remarks

1 26.9.2014 24+150 JBPS OK 2 27.9.2014 26+340 JBPS OK

- Atterberg's Limits S.No. Date Of Testing Sample Location Source Results Remarks

1 26.9.2014 25+150 JBPS OK 2 27.9.2014 26+340 JBPS OK

- Compressive Strength (28 Days) S. No. Chainage Date of Casting Date of Testing Grade of concrete Result

1 11+740 Drain Slab 28-08-2014 04-09-2014 M20 1 set Ok 2 24+940 T3 Cable Bench 28-08-2014 04-09-2014 M15 1 set Ok 3 29+975 Retaining wall PCC 28-08-2014 04-09-2014 M15 1 set Ok 4 24+860 V6 Deck Slab 07-08-2014 04-09-2014 M50 4 sets Ok




5 24+860 V6 P1P2 Deck slab 07-08-2014 04-09-2014 M50 1 set Ok 6 24+330 V5 A2 Retaining wall 07-08-2014 04-09-2014 M30 4 sets Ok 7 24+490 T2 P2 lining concrete 08-08-2014 05-09-2014 M30 4 sets Ok 8 11+627 Precast Dtrain slab 08-08-2014 05-09-2014 M30 1 set Ok 9 23+989 Toe wall 08-08-2014 09-09-2014 M25 3 sets Ok

10 24+330 V5 Retaining wall 11-08-2014 08-09-2014 M30 4 sets Ok 11 24+860 V6 Retaining wall Raft 11-08-2014 08-09-2014 M30 4 sets Ok 12 23+489 V4A Toe wall 12-08-2014 09-09-2014 M15 2 sets Ok 13 11+740 Precast slab 12-08-2014 09-09-2014 M30 1 set Ok 14 25+490 T4 P2 Backfilling 12-08-2014 09-09-2014 M25 1 set Ok 15 25+500 T2 Lining concrete 12-08-2014 09-09-2014 M30 3 sets Ok 16 23+989 V4A Toe wall 13-08-2014 10-09-2014 M25 2 sets Ok 17 25+490 T4 Backfilling 13-08-2014 10-09-2014 M25 1 set Ok 18 11+740 B7A Precast Slab 13-08-2014 10-09-2014 M20 1 set Ok 19 30+250 Drain Slab 13-08-2014 10-09-2014 M15 2 sets Ok 20 24+825 Retainig wall 14-08-2014 11-09-2014 M30 3 sets Ok 21 24+860 Toewall V6 14-08-2014 11-09-2014 M15 2 sets Ok 22 30+250 Drain Slab 14-08-2014 11-09-2014 M15 1 set Ok 23 11+740 Drain Slab 28-08-2014 25-09-2014 M20 1 set Ok 24 21+800 Shoulder PCC 28-08-2014 25-09-2014 M15 2 sets Ok 25 25+435 CD6 Pier cap 28-08-2014 25-09-2014 M35 3 sets Ok 26 24+940 T3 Drain wall 28-08-2014 25-09-2014 M30 3 sets Ok

- CEMENT

S. No

Date of Testing Grade and Source

Normal Consistency

Initial setting time

Final setting time

Fineness IS:4031 PART-1

Soundness testing

Cement of Compressive strength

1 4.9.2014 VIKRAM OPC43 Week 33 29.5 193mm 280 mm

S. No


Normal Consistency


Final setting time


Soundness testing

Cement of Compressive

strength 1 4.9.2014 VIKRAM OPC43 Week 33

2.04

S. No


Normal Consistency


Final setting time


Soundness testing



1.75 mm

S. No


Normal Consistency


Final setting time


Soundness testing



40.07

- GRADATION of WMM

S.No. Date Of testing Sample Location Source Results Remarks CHAINAGE

1 1/9/2014 Afcons WMM Plant (Belt) Birwa Nallah OK Conforming to MORTH

SPECIFICATION TABLE 400-11 15+020-15+170

2 4/9/2014 Afcons WMM Plant (Belt) Birwa Nallah OK Conforming to MORTH

SPECIFICATION TABLE 400-11 15+020-15+170

AGGREGATE IMPACT VALUE (WMM)

S.No. Date Of testing Sample Location Source Results Remarks CHAINAGE 1 1/9/2014 Afcons WMM Plant (Belt) Birwa Nallah OK Conforming to IS :2386, Part - IV, 1963 15+020-15+170




2 4/9/2014 Afcons WMM Plant (Belt) Birwa Nallah OK Conforming to IS :2386, Part - IV, 1963 15+020-15+170

- FLAKINESS & ELONGATION INDEX (WMM)

S.No. Date Of testing Sample Location Source Results Remarks CHAINAGE 1 1/9/2014 Afcons WMM Plant (Belt) Birwa Nallah OK Conforming to IS :2386, Part - 1, 1963 Afcon Crusher 2 4/9/2014 Afcons WMM Plant (Belt) Birwa Nallah OK Conforming to IS :2386, Part - 1, 1963 Afcon Crusher 3 1/9/2014 Afcons WMM Plant (Belt) Birwa Nallah OK Conforming to IS :2386, Part - 1, 1963 Afcon Crusher 4 1/9/2014 Afcons WMM Plant (Belt) Birwa Nallah OK Conforming to IS :2386, Part - 1, 1963 Afcon Crusher 5 1/9/2014 Afcons WMM Plant (Belt) Birwa Nallah OK Conforming to IS :2386, Part - 1, 1963 Afcon Crusher 6 4/9/2014 Afcons WMM Plant (Belt) Birwa Nallah OK Conforming to IS :2386, Part - 1, 1963 Afcon Crusher 7 4/9/2014 Afcons WMM Plant (Belt) Birwa Nallah OK Conforming to IS :2386, Part - 1, 1963 Afcon Crusher 8 4/9/2014 Afcons WMM Plant (Belt) Birwa Nallah OK Conforming to IS :2386, Part - 1, 1963 Afcon Crusher 9 4/9/2014 Afcons WMM Plant (Belt) Birwa Nallah OK Conforming to IS :2386, Part - 1, 1963 Afcon Crusher

10 10/9/2014 Afcons WMM Plant (Belt) Birwa Nallah OK Conforming to IS :2386, Part - 1, 1963 Afcon Crusher 11 11/9/2014 Afcons WMM Plant (Belt) Birwa Nallah OK Conforming to IS :2386, Part - 1, 1963 Afcon Crusher 12 25/9/2014 Afcons WMM Plant (Belt) Birwa Nallah OK Conforming to IS :2386, Part - 1, 1963 Afcon Crusher 13 12/9/2014 Afcons WMM Plant (Belt) Birwa Nallah OK Conforming to IS :2386, Part - 1, 1963 Afcon Crusher

- GRADATION of GSB

S.No. Date Of testing Sample Location Source Results Remarks 1 4/9/2014 14+000 Birwa Nallah OK Conforming to MORTH SPECIFICATION TABLE 400-1 2 27/9/2014 24+150 Birwa Nallah OK Conforming to MORTH SPECIFICATION TABLE 400-1 3 29/9/2014 24+150 Birwa Nallah OK Conforming to MORTH SPECIFICATION TABLE 400-1

- ATTERBERG'S LIMITS (GSB)

S.No. Date Of testing Sample Location Source Results Remarks 1 4/9/2014 14+000 Birwa Nallah OK Conforming to MORTH SPECIFICATION TABLE 400-1 2 9/9/2014

Birwa Nallah OK Conforming to MORTH SPECIFICATION TABLE 400-1

3 27/9/2014 24+150 Birwa Nallah OK Conforming to MORTH SPECIFICATION TABLE 400-1 4 29/9/2014 24+150 Birwa Nallah OK Conforming to MORTH SPECIFICATION TABLE 400-1 5 30/9/2014

Birwa Nallah OK Conforming to MORTH SPECIFICATION TABLE 400-1

- GRADATION OF DBM


1 8/9/2014 HMP Birwa Nallah OK Conforming to MORTH TABLE 500-10

GRADING-II 14+820 to 14+965

2 11/9/2014 HMP Birwa Nallah OK Conforming to MORTH TABLE 500-10

GRADING-II 15+020-15+265

AGGREGATE IMPACT VALUE (DBM)


1 8/9/2014 HMP Birwa Nallah OK Conforming to MORTH TABLE

500-10 GRADING-II 14+820 to 14+965

2 11/9/2014 HMP Birwa Nallah OK Conforming to MORTH TABLE

500-10 GRADING-II 15+020-15+265

-MARSHAL TEST (DBM)

S.No. Date Of testing Sample Location Chainage BULK DENSITY (gm/cc) Marshal Stability (KN) Flow

1 9.9.2014 HMP 14+820 – 14+965 2.380 14.40 3.00 2.380 14.58 3.37

2 11.9.2014 HMP 15+020 – 15+265 2.379 14.49 3.23 2.380 14.40 3.13




PERCENTAGE OF FRACTURED FACES(IRC 111-2009)

S.No. Date Of testing Sample Location Chainage Avg. %age of Aggregates having atleast two fractured faces 1 8/9/2014 HMP 14+820 to 14+965 Ok

11/9/2014 HMP 15+120 to 15+265 Ok

GRADATION OF FINE & COARSE AGGREGATES

-10mm

S.No. Date Of testing Sample Location Source Results Remarks 1 29/9/2014 Afcons Crusher Tawi River OK IS:383-1970

-SIEVE ANALYSIS FOR AGGREGATE (COMBINED GRADATION) 20mm:10mm (55:45)

S.No. Date Of testing Sample Location Source Results 1 29/9/2014 Afcons Crusher Tawi River OK

-FINE AGGREGATE (Natural Sand)

S.No. Date Of testing Sample Location Source Results Remarks FM 1 22/8/2014 Afcons Crusher Sardan Nallah OK IS:383-1970 2.21

-FLAKINESS & ELONGATION INDEX (20mm)

S.No. Date Of testing Sample Location Source Results Remarks 1 29/9/2014 Afcons Crusher Tawi River OK IS:2386,Part-1,1963

SHORT CRETE - Penetrtion test of shotcrete

S.No. Chainage Date of Testing Grade Results Remarks 1 25+490 09.09.2014 M25 2.03

- Flexural Test S.No. Chainage Date of Casting Date of Testing Grade Results Remarks

1 24+940 T-3 19.07.2014 9.09.2014 M25 5.31 mm 2 24+500 T2 01.9.2014 29.09.2014 M25 5.1 mm

- Shotcrete (CORE TEST) S.No. Chainage Date of Casting Date of Testing Grade Results Remarks

1 25+500 T2 11.08.2014 08.09.2014 M25 33.00 mm 2 24+940 T3 31.08.2014 28.09.2014 M25 30.52 mm

Pull out test S.No. Chainage Date of Casting Date of Testing Grade Results Remarks

1 24+500 18.09.2014 23.09.2014 M25 8.26 mm

- Compressive Strength S. No. Chainage Date of Casting Date of Testing Grade of concrete Result

1 25+940 T3 11/8/2014 8/9/2014 M25 2 sets Ok 2 24+500 T2 11/8/2014 8/9/2014 M25 2 sets Ok 3 24+500 T2 11/8/2014 8/9/2014 M25 3 sets Ok 4 25+490 T4 11/8/2014 8/9/2014 M25 2 sets Ok 5 24+940 T3 12/8/2014 9/9/2014 M25 4 sets Ok 6 25+490 T4 12/8/2014 9/9/2014 M25 1 set Ok 7 24+500 T2 12/8/2014 9/9/2014 M25 2 sets Ok 8 25+490 T4 13/8/2014 10/9/2014 M25 2 sets Ok 9 24+940 T3 13/8/2014 10/9/2014 M25 4 sets Ok

10 24+500 T2 13/8/2014 10/9/2014 M25 3 sets Ok 11 24+500 T2 13/8/2014 10/9/2014 M25 2 sets Ok 12 25+490 T4 13/8/2014 10/9/2014 M25 3 sets Ok 13 24+500 T2 14/8/2014 11/9/2014 M25 2 sets Ok 14 24+940 T3 14/8/2014 11/9/2014 M25 2 sets Ok 15 25+490 T4 14/8/2014 11/9/2014 M25 1 set Ok




- BITUMEN TEST

S.No. Date Of Testing Sample Location Source Results Test

1 2.9.2014 HMP Bitumen Tank VG30 IOCL 2825 Absolute Viscosity (As per IS:1206 Part 2) 53.2 Softening Point As per IS-1205-1978

53.13 Penetration of Bitumen as per IS: 1203-1978

2 2.9.2014 HMP Bitumen Tank VG30 IOCL 2749 Absolute Viscosity (As per IS:1206 Part 2) 51.2 Softening Point As per IS-1205-1978

53.33 Penetration of Bitumen as per IS: 1203-1978

Approved Source of Materials from Independent Engineers

S.No. Name of Item Source Section Remarks 1 Course Aggregate Panchgrain Jammu Ok 2 Course Aggregate Birwa Nallah Udhampur Ok 3 Admixture Apex Jammu / Udhampur Not Ok 4 H. T. Strains Tata Wire Jammu / Udhampur Ok 5 H. T. Strains Usha Martine Jammu / Udhampur Ok 6 Bearing Megaba Jammu / Udhampur Ok 7 Steel Jindal Steel Jammu / Udhampur Ok 8 Steel Shayam Steel Jammu / Udhampur Not Ok 9 Emulsion Osnar Chemicals Jammu / Udhampur Not Ok

10 Laboratory Balaji Test House Jammu / Udhampur Ok 11 Emulsion Hincol Jammu / Udhampur Ok 12 Steel Shayam Steel Jammu / Udhampur Not Ok 13 Soil (Borrow Area) Borrow Area No. 3 Udhampur Ok 14 Sikka Interplaste EP Sikka Jammu / Udhampur Not ok 15 Admixture BASF Chemicals Jammu / Udhampur Ok 16 Steel (I section) K.L. Steel Pvt. Ltd. Jammu Ok 17 Crash Barrier Brifen wire rope safety fence Jammu / Udhampur Ok

18 Tinna Overseas Bitumen Emulsion/Modified Binder

Jammu / Udhampur Ok

19 Jayanti Sons Pavement Marking Jammu / Udhampur Ok 20 ADOR Welding Jammu / Udhampur Ok 21 Delhi Test House NDT Jammu / Udhampur Ok 22 Traffic Signs Rama Retro Reflective Jammu / Udhampur Ok 23 Traffic signs Jayanti Sons Jammu / Udhampur Ok 24 Crash Barrier Briefen wise Rope Safety Fence Jammu / Udhampur Ok 25 Course Aggregate Himalaya Stone Crusher Udhampur Ok 26 PQC Material Different Jammu Not Ok 27 Sealant Expansion Joint M/s DON Construction Chemicals Jammu / Udhampur Ok 28 Sealant Expansion Joint PQC M/s Pidilite Jammu / Udhampur Ok 29 Sealant Expansion Joint PQC M/s Sikka Jammu / Udhampur Ok 30 Paint Berger, Narolac Jammu / Udhampur Ok 31 Road Marking M/s STP Jammu / Udhampur Ok 32 Road Marking M/s S.N. Industries Jammu / Udhampur Ok 33 Steel wire fibre M/s Darmix Jammu Ok

Independent Lab Test Reports S. No. Name of Item Source Section Remarks

1 Cement Ultra Tech Jammu / Udhampur Ok 2 Cement Ambuja Jammu / Udhampur Ok 3 Steel Tata Jammu / Udhampur Ok 4 Steel Sail Jammu / Udhampur Ok 5 Course Aggregate Panchgrain Jammu Ok 6 Course Aggregate Birwa Nallah Udhampur Ok 7 Fine Aggregate Surdhan Nallah Jammu Ok 8 Fine Aggregate Nud Udhampur Ok 9 Water AFCON Crusher Jammu Ok

10 Water AFCON Crusher Udhampur Ok 11 Admixture Sikka Jammu / Udhampur Ok




12 Mastic Asphalt Asphelto Seal Jammu / Udhampur Ok 13 Crash Barrier Metal Beam Crash Barrier Jammu / Udhampur Ok 14 Seel Jindal/Tata/Sail Jammu Not Ok 15 ISMB/ISMC SAIL Jammu Ok 16 Angle/Ms Plate SAIL Jammu Ok 17 Thermoplastic paint of glass bends Jayanti Construction chemical Jammu/Udhampur Ok 18 Retroreflective seeting (witness test report) 3M Jammu Ok 19 Rock T4P2 Jammu Comments

REHABILITATION, STRENGTHENING AND FOUR LANING OF JAMMU- UDHAMPUR HIGHWAY LIST OF LAB EQUIPMENT-JAMMU SECTION

S.No Sub. No. Equipment Name Received Remarks A : GENERAL

1 Electronic Balance 1.01 300 gms capacity Electronic Balance Accuracy 1 Not Working 1.02 600 gms capacity Electronic Balance Accuracy 2 1.03 6 kg capacity Electronic Balance Accuracy 0.50 gm 1 1.04 10 kg capacity Electronic Balance Accuracy 1 gm 1 1.05 15 kg capacity Electronic Balance Accuracy 1 gm 2 1.06 20 kg capacity Electronic Balance Accuracy 1 gm 1 1.07 30 kg capacity Electronic Balance Accuracy 1 gm 1 1.08 50 kg capacity Electronic Balance Accuracy 5 gm 1 1.09 5 kg capacity Electronic Balance Accuracy 0.01 gm 4 2 IS Sieves 2.01 IS Sieves 450 mm internal dia [2 set] 69 2.02 IS Sieves 200 mm internal dia [2 set] 65 3 Weights 3.1 50kg-38, 20kg-16,10kg-10, 5kg-5, 2kg-4, 1kg-2, 500gm-2 2356

3.2 Weigh box Scientific Instrument – 0 to 200 grams 1 4 Trays 4.01 Enamel Trays [size 600 mm x 450 mm x 50 mm] 10 4.02 Enamel Trays [size 450 mm x 300 mm x 50 mm] 10 4.03 GI Trays [size 1200 mm x 750 mm x 100 mm] 4 4.04 GI Trays [size 750 mm x 600 mm x 80 mm] 10 4.05 GI Trays [size 450 mm x 300 mm x 50 mm] 15 4.06 Fabricated Ms Trays 1000x1000x100mm 1

5.01 Digital Thermometer capacity - 1200oC 1 5.02 Dial Thermometer capacity - 50oC 6 5.03 Dial Thermometer capacity - 3000C 5 5.04 Surface regularity scale [long] 1 5.05 Rubber Hammer 2 5.06 Spatula set of 100mm long 5 5.07 Spatula set of 200mm long 5 5.08 Hygrometer [Max/minTemp and Max/min Humidity] 1 5.09 Scoop Steel [1kg-1, 2kg-2] 3 5.1 Spirit Level 18" 1 5.11 Spirit Level 12" 1

5.12 Vernier Caliper 2 B : FOR SOILS

6 6.01 Modified proctor Heavy Compaction Test apparatus with complete set up [2250cc] 2 6.02 Modified proctor Light Compaction Test apparatus with complete set up [1000cc] 1 6.03 Liquid limit device [Casegrade] 2 6.04 Liquid limit device [Cone Penetrometer] 2 6.05 CBR Testing Machine [Mechanical/Electrical operated] 1 6.06 proving ring - 50KN 2




6.07 Dial gauges, 25mm travel-0.01 mm/division 6 6.08 CBR moulds with complete set up 32 6.09 CBR Filter paper size 150mm dia 10 6.10 In situ Dry density test by Sand replacement apparatus with complete set up [100mm Dia] 2 6.11 In situ Dry density test by Sand replacement apparatus with complete set up [150mm Dia] 2 6.12 In situ Dry density test by Sand replacement apparatus with complete set up [200mm Dia] 2 6.13 Hot plate 200mm dia 2 6.14 Rapid Moisture meter complete with chemicals 5 6.15 Thermostatically Controled Oven capacity - 110 or 200oC 1 6.16 Nuclear Gauge Compaction Test - NGCT 1

C:FOR CEMENT,CEMENT CONCRETE AND AGGREGATES 7 7.1 Vicat Needle Apparatus for setting time with plungers as per IS 269-1968 2 7.2 Le-Chatelier Apparatus for Cement test 6 7.3 Cement Mortar Vibrating Machine 1 7.4 Cube Moulds size 100 x 100 x 100mm [for cement Grouting mix] 14 7.5 Cube Moulds size 70.6 x 70.6 x 70.6mm [for cement Grouting mix] 30 7.6 Cube Moulds size 50 x 50 x 50mm [for cement mortar mix] 18 7.7 Compressive Cube Testing Machine [CTM] capacity - 2000KN 1

7.8 Digital Compression Testing Machine (CTM) capacity-2000KN 1 7.9 Concrete Baby Mixer 1 7.10 Concrete Vibrating Table [Cube Casting] size - 600x600mm 1 7.11 Concrete Cube Moulds size 150 x 150 x 150mm 360 7.12 Slump Cone Apparatus 25 7.13 Flexural Beam Testing Machine 1 7.14 PQC Beam moulds [700 x 150 x 150mm] 15 7.15 Aggregate impact value apparatus [Complete set] 1 7.16 Flakiness Index test apparutus 3 7.17 Elongation Index test apparutus 3 7.18 Crushing Value Apparatus/10 % Fines value 1 7.19 Loss angles abrsion value 1 7.20 Seperator Box [Riffle Box]-Small size 2 7.21 Bulk Density Cylinder capacity - 03 lit 2 7.22 Bulk Density Cylinder capacity - 10 lit 1 7.23 Bulk Density Cylinder capacity - 15 lit 2 7.24 Bulk Density Cylinder capacity - 20 lit 1 7.25 Bulk Density Cylinder capacity - 30 lit 1 7.26 Pycnometer bottle - 1 litre cap. [Specific Gravity Test] 5 7.27 Wire Basket for sp.gr. Test & Density test 2

7.28 Blain air permeability test 1 D:FOR BITUMEN TESTS AND BITUMINOUS WORK

8 8.01 Bitumen Penetrometer 1 8.02 Ring and Ball Apparatus With 1 glass jar extra [Motorised] 1 8.03 Ductility Testing Machine Complete with Moulds - 3 nos 1 8.04 Flash and Fire Point apparatus 1 8.05 Viscocity Testing Apparatus for Emulsion/cutback 1 8.06 Viscocity Testing Apparatus for Bitumen [IS:1206 - PART 1& 2] U tupe 1 8.07 Vaccum Pump 1 8.08 Lazer Gun for bituminous mix temperature measurement 1 8.09 Water stills Complete with accessories 1 8.10 Water Bath [Digital display] capacity 2 8.11 Thickness Gauge [150mm] 5 8.12 Stop Watch [Analog] 2

8.13 Stop Watch (Digital) 2 8.14 Digital thermometer 0 to 300 oC 6 8.15 Thermostatically Controlled oven range 0 - 200 oC [size: 600*600*600] 2 8.16 Bitumen Extraction Machine Electrically Operated [1500grams capacity] 1




8.17 Standard Marshall Stability Testing Machine [Complete set] 1 8.18 Diamond Core cutting machine 1 8.19 Enamel Tray Circular [dia 300mm] 10 8.20 Enamel Tray Circular [Size : 600x450x80mm] 10

8.21 Enamel Tray Circular (Size:450x300x50) 10 8.22 Trays for Spray Test (Size:200x200x25mm) 10 8.23 Solubility in tri-chloro ethylene without vaccum pump 1

D.FOR TUNNEL WORK 9 9.1 Pullout test Apparatus (250KN) 25 Tonnes 1

9.2 Concrete Penetrometer Spring Type 1




Progress of Jammu Udhampur 4 - laning

Progress upto 31st September 2014

S. No.

Item Unit % Weightage Total Scope

Progress % Progress Overall

Progress up to Aug'2014

Current Month

September 2014 Progress

Overall Progress up to

Sept'2014

1 C&G Km 0.06 120 112 93.333 0.056 0.000 0.056

2 Earthwork Km 8.97 120 108 90.000 8.073 0.000 8.073

3 GSB Km 1.43 120 105 87.500 1.251 0.000 1.251

4 WMM Km 1.71 120 105 87.500 1.496 0.000 1.496

5 DBM I Km 3.24 120 112 93.333 3.024 0.000 3.024

6 DBM II Km 3.24 120 112 93.333 3.024 0.000 3.024

7 BC Km 2.23 120 112 93.333 2.081 0.000 2.081

8 Culverts No. 4.2 219 214 97.717 4.002 0.102 4.104

9 Bridge Foundations No. 10.39 575 554 96.348 9.992 0.019 10.011

10 Substructures No. 13.49 585 566 96.752 13.052 0.000 13.052

11 Girder casting No. 5.77 1092 1092 100.000 5.770 0.000 5.770

12 Girder erection No. 2.88 1092 1050 96.154 2.769 0.000 2.769

13 Deck slabs No. 5.77 470 450 95.745 5.512 0.012 5.524

14 Junctions LS 0.48 22 19 86.364 0.415 0.000 0.415

15 Toll Plaza LS 0.44 1 1 100.000 0.440 0.000 0.440

16 Traffic Signs LS 0.48 1 0.75 75.000 0.360 0.000 0.360

17 Drainage Km 0.62 120 104 86.667 0.537 0.000 0.537

18 Retaining wall Sqm 19.14 178537 164043 91.882 17.586 0.000 17.586

19 Breast wall Sqm 4.73 69542 64560 92.836 4.384 0.007 4.391

20 Tunnel Portal No. 0.6 16 16 100.000 0.600 0.000 0.600

21 Tunnel Heading M 3.6 2916 2916 100.000 3.600 0.000 3.600

22 Tunnel Benching M 2 2916 2334 80.041 1.543 0.058 1.601

23 Tunnel Pavement M 0.39 2916 809 27.743 0.108 0.000 0.108

24 Tunnel lining / Protection works

M 0.22 420 335 79.762 0.149 0.026 0.175

25 Electrification Tunnel LS 0.92 1 0.3 30.000 0.184 0.092 0.276

26 Maintenance of Road LS 0.5 1 0.75 75.000 0.375 0.000 0.375

27 Misc Works LS 0.5 1 0.75 75.000 0.375 0.000 0.375

28 Design LS 2 1 0.85 85.000 1.700 0.000 1.700

100% 92.46% 0.32% 92.78%




21. Independent Engineer Inspection Report for the month of September 2014

Date of inspection 21st October 2014.

1. CD-1A

a) Eroded material deposited in front hume pipes not cleared till date.

b) On Jammu end foot path in (LHS) not constructed till date signages too have not been provided showing Nagrota and Jammu.

c) Carriageway beneath CD1 is full of dust & eroded material and has almost deposited in the form of steps clearance of this material is of utmost importance.

2. Service road in 10+200 (NBP) full of forigen material, needs clearance immediately.

3. Km 10+200 (NBP) scouring carried by Nallah during floods has damaged service road same needs to be delt properly.

4. U/2 & U/5 in (NBP) is not functioning properly.

5. Km 14+800 to 14+840 in (NBP) (LHS) drain needs to be constructed to prevent rain cuts to high embankment.

6. Km 17+600 (LHS) NBP. Hanging portion of shortcrete need to be removed (is a safety factor).

7. Carriageway damaged after B-8 at Km 18+740 (in LHS) is almost short of one lane upto B-9.

8. 19+900 (LHS) to 19+200 (NBP) Drain need to be constructed.

9. Km 19+700 NBP Chute to be constructed to protect the hill face (in LHS).

10. 19+880 (LHS) NBP Protection work carried for hill face by way of stone pitching is damaged rectification work required.

11. 20+300 (RHS) Hill Slope needs protection work.

12. Hill slopes protection at Km 23+859 (RHS) 23+900 (LHS); 24+150 (RHS) not carried till date same needs to be done.

13. Irregular lining in the form of S.F.R. spraying noticed in Tunnel T2 (RHS) does not give aesthetic view, same needs to be rectified.

14. Portal face of T2 P2 including hill face the shotcrete has collapsed and on warfooting basis rectification work need to be carried.




15. Protection to hill face (RHS) in CD6 area need to be carried as no favourable rock conditions are exposed therein.

16. No protection work has been carried to the drain water in T3 P2 LHS (Portal zone).

17. Km 26+880 (LHS) P.C.C. breast wall is damaged; movement noticed in debris material. Rectification work needed.

18. Km 33+100 to 33+180 Newjersy barrier to be placed in the median. 19. Km 35+010 (MRJ) Existing carriageway requires immediate attention by way of repair works.

20. Km 37+700 (LHS) Crash barrier not having sufficient height.

21. Km 39+100 Slided material till date not cleared; nor the damaged breast wall repaired.

22. Km 40+500 (Tikri):- Erection of double metal beam crash barrier should be erected instead of single in service road area; this is as per I.R.C guidelines and four lane manual.

23. a) B-23 (RHS) Protection work to high embankment needs to be carried.

b) The slopes need to be protected from erosive work of nallah.

24. Pot holes & damaged portion in existing road in Garnai has not till date been repaired.

25. Km 5+446 (LHS) U.B.P Hill face is unprotected slide scar noticed. Seepage also occurs in this reach immediate attention with proper passage to water be provided.

26. Km 5+446 LHS U.B.P. shoulder along with part of carriageway damaged. Rectification work needed.

27. Metal Beam Crash Barrier between Main Road and Service Road should have in Beam at both sides as per IRC guidelines. This will be applicable for whole project Highway length.




REHABILITATION, STRENGTHENING AND FOUR LANING OF JAMMU- UDHAMPUR HIGHWAY

WEATHER RECORD

DATE TEMPERATURE [C] RAINFALL [mm]

HUMIDITY [ % ] WEATHER STATUS Minimum Maximum Minimum Maximum

1 37.20 24.70 10.00 97 50 Rainfall 2 35.70 24.30 5.50 98 88 Rainfall 3 26.80 23.70 25.00 99 84 Rainfall 4 24.60 23.40 70.00 99 85 Rainfall 5 24.20 23.10 140.00 98 86 Rainfall 6 24.30 23.20 90.00 99 85 Rainfall 7 25.50 21.20 99 89 Clear 8 25.40 21.30 99 88 Cloudy 9 28.80 22.00 98 89 Clear 10 29.70 21.90 99 89 Clear 11 34.20 25.80 22.00 99 92 Rainfall 12 33.20 24.60 99 85 Clear 13 34.50 23.50 95 82 Clear 14 34.90 22.00 2.00 99 55 Rainfall 15 34.60 24.10 95 60 Clear 16 35.60 23.60 99 55 Clear 17 34.10 24.00 96 65 Clear 18 34.30 22.60 95 66 Clear 19 35.20 23.70 99 59 Clear 20 34.20 23.70 5.00 99 64 Rainfall 21 33.40 24.10 95 65 Clear 22 32.60 23.40 90 60 Clear 23 30.40 22.60 85 55 Clear 24 32.70 24.50 90 60 Clear 25 34.60 23.20 95 65 Clear 26 33.40 22.50 85 60 Clear 27 33.60 21.80 75 65 Clear 28 32.40 22.50 2.00 85 60 Rainfall 29 33.40 23.40 80 65 Clear 30 32.60 22.80 85 70 Clear

3. mir sept 2014 autosaved - nhai.org.innhai.org.in/spw/process/mpr sept 2014 _.pdfnational highway...

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