HANDRI NIVA SUJALA SRAVANTHI PROJECT- PHASE I

Preamble

The H.N.S.S. Project is conceived to provide irrigation facilities to 6.025 Lakh acres (Khariff ID) in the four districts of Rayalaseema and supply of drinking water to about 33 Lakh People, utilizing 40 TMC of flood water from the Krishna River. This flood water is to be drawn from the foreshore of Srisailam reservoir with an approach channel of 4.806 Kms length and the Main canal runs for a length of 565 Kms. Water is to be drawn during the 120 flood days from August to November. This scheme involves lifting of water in 9 stages in Phase-I Main Canal and 4 stages on Phase-II main canal with a total lift height of 369.83 m (Phase-I: 291.83 M + 77 M Phase-II), excavation of 5 Nos. of tunnels for a total length of 17.00 Kms in Phase-II and formation of 8 balancing reservoirs enroute (3 No of Reservoirs in Phase-I i.e.1. Krishnagiri 2.Pathikonda Reservoir 3. Jeedipalli Reservoir.and 5 Nos of Reservoirs in Phase-II i.e., 1. Gollapalli Reservoir2. Cherolopalli Reservoir 3.Marala Reservoir 4. Srinivasapuram Reservoir 5. Adivipalli Reservoir.

Four branch canals namely, Peruru Branch Canal, Madakasira Branch Canal, Punganur Branch Canal and Niva Branch Canal are proposed along the main canal. Three distributories Viz., Atmakur, Thamballipalli and Vayalpadu are also proposed along the main canal.

Excavation of Four branch canals proposed along the Main Canal under

Phase-I : Peruru Branch Canal.

Phase-II: Madakasira Branch Canal, Punganur Branch Canal and Neeva Branch Canal.

Three distributories are proposed along the Main Canal i.e., Atmakur, Thamballipalli and Vayalpadu.

The water utilization proposed under the project is as follows:

1. Crop Demand:- Including conveyance losses 34.30 TMC
2. Drinking water supply to the Urban and Rural areas enroute the canals:- 4.00 TMC
3. Evaporation losses under balancing Reservoirs 1.70 TMC
  Total 40.00 TMC

The Ayacut Proposal under Four Districts is as follows:

Phase-I
1. Kurnool : 80,000 Acres
2. Anantapuramu : 1, 18,800 Acres
1,98,800 Acres
Phase-II
1. Anantapuramu : 2, 27,000 Acres
2. Kadapa : 37,500 Acres
3. Chittoor : 1, 40,000 Acres
4, 04,500 Acres

The total project cost is Rs.6850.00 Crores. In view of the enormity of the total project and to derive early benefits, it is proposed to take up the scheme in 2 Phases i.e.,HNSS Phase-I (Rs.2774.00 Crores) and HNSS Phase-II (Rs.4076.00 Crores)

Administrative approval for the Phase-I was accorded by Government vide G.O.Ms.No.73, Irrigation & CAD (PW.Maj.Irr.VI) Deptt, Dt: 24-07-2004, for Rs: 1305 Crores

Revised Administrative approval for the Phase-I was accorded by Government vide G.O.Ms.No.2,Irrigation&CAD (PW.Maj. Irr.VI ) Deptt., Dt:03-01-2007,for Rs.2774 Crores.

Administrative approval for the - Phase-II was accorded by Government vide G.O. Ms. No.186 , Irrigation & CAD (PW.Maj.Irr.VI) Deptt., Dt:1510-2005, for Rs:1880 Crores.

Revised Administrative approval for the Phase-II was accorded by Government vide G.O.Ms.No.3,Irrigation&CAD (PW.Maj. Irr.VI) Deptt., Dt:03-01-2007, for Rs.4076 Crores.

Main Component of HNSS Project-Phase-I ( Kurnool and Anantapuram Districts):
1. HNSS Main Canal  
  Kurnool District From Km .(-) 4.806 at Malyala (v) to Km.144.000.
  Ananthapuramu District From Km.144.000 to Jeedipalli Reservoir at Km 216.300.
2. Branch Canals Peruru Branch Canal in Ananthapuramu (Dt)
3.Pumping Stations2 Nos. in foreshore of Srisailam
  7 Nos. on HNSS Main canal
  3 Nos. on Peruru Branch Canal
4.Reservoirs  
 Kurnool DistrictKrishnagiri Reservoir
  Pattikonda Reservoir
 Anantapuramu DistJeedipalli Reservoir
5.Ayacut Developement1,98,800 Acres
 Kurnool District80,000 Acres
 Anantapuramu1, 18,800 Acres
1. HNSS Main Canal
Preamble

HNSS Project Phase-I, starts near Malyala(v), Nandikotkur(m),Kurnool District and contemplates lifting 14 TMC of water from Krishna river from the foreshore of Srisailam reservoir in 9 lifts (including Muchchumarri Lift) ranging from 24 to 31.20m height, including construction of 3 reservoirs on main canal, and to convey them through HNSS canal of 216.00 Kms length connecting to the pump houses, to provide irrigation facilities to 1,98,000 acres in Kurnool and Ananthapur Districts besides providing drinking water to a population of 10 lakh in 144 villages. One Branch canal i.e., Peruru Branch Canal (80,600 Acres) with 3 lifts is included in Phase-I.

The works of Phase-I are taken up under EPC turnkey system in 27 Packages (Civil works) and the Main Canal works from Km.(-) 4.806 to Km.216.300 i.e.,up to Jeedipalli Reservoir were completed and distributory works are in progress. The works of Mechanical package works (lifts) are at completion stage.

Salient Features of HNSS Phase-I:
1. Intake Location Foreshore of Srisailam Reservoir near Malyala(V) Nandikotkur(M) Kurnool(Dt)
2. Pumping period 120 days (Aug. to Nov. in a year) (as per approved HP’s)
3. Water Utilization 14 TMC
4.Total Ayacut 1,98,8 00 acres
 Kurnool 80,000 acres
 Anantapur 1,18,800 acres
5.Pumping Stations
 Main Canal 8 (12 Pumps & Motors in each PS)
 Additional (PS0) 1 (16 Pumps & Motors)
 Branch Canal 3 (21 Pumps & Motors in Total)
Salient Features of HNSS Scheme:
Sl.No. Description Reach @ Km.(-) 4.806 Reach @ Km.(+) 0.392
1. Discharge Designed in cumeces 164.803 (includes KCC Requirement) 114.526
2. Discharge Required in cumeces 163.50109.000
3.Bed width in Meters 16.009.50
4.FSD in metes 4.704.70
5.Surface fall1 in 40001 in 6000
6Side slopes 2:1 1.5:1
7.Velocity in m/sec1.381.472
8.Value of 'n'0.0180.018
9.Bed level @ start in m 253.00287.235
10.FSL @ Start in m257.700291.935
Schematic Diagram Of HNSS Project Phase-I
Malyala To Jeedipalli Reservoir
Hydraulic Particulars Of HNSS Main Canal Upto Jeedipalli Reservoir
Package No. Reach (Km) Bed width (mts) Designed Discharge Bed level at Full supply level at Remarks
From To Start End (Cumecs) Start End Start End
10.0006.14729.5037.10207.238240.000238.966244.700243.666Approach channel from siddeswaram to PS-0 at Mutchumarri
10.00017.7179.409.40109.365265.050261.425269.750266.125Link channel connecting PS-0 at Muchumarri to PS-1 at Malyala
1-4.806-3.72216.0016.00164.803253.000261.900257.700266.500Approach channel to PS.1 at Malyala from fore shore of Srisailam Reservoir
23-3.722-1.92216.0016.00164.803261.900261.450266.500266.150Aquaduct at Km. (-)1.552 for K.C.Canal crossing,Approach channel from foreshore to PS-1
23-1.9220.3929.509.50114.526261.450287.235266.150291.935Lift-1 at Km (-)1.772
230.00019.994/20.009.509.50114.526287.300311.393292.000316.093Lift-2 at Km. 9.217
2420.00040.645/42.00011.009.80109.368311.325308.310316.025312.710
2542.00064.000/64.95411.0011.00116.649308.010334.500312.710339.200Lift-3 at Km. 56.917
2664.00076.325/77.00011.0011.00110.999334.500365.591339.200370.291Lift-4 at Km. 66.132
2777.00099.718/100.00010.0010.00112.320365.325450.136370.025454.836Lift-5 at Km. 78.785, Lift -6 at Km.88.690,Lift-7 at Km.95.735
28100.000114.0009.4010.5096.402450.134446.399454.834451.099
29---------Pathikonda Reservoir
30114.000134.27/134.0009.509.5096.375446.399443.553451.099448.253
31134.000155.725/155.009.509.50103.268442.625439.033447.325443.733
32155.000176.000/176.42510.0010.0098.393438.906465.811443.606470.511Lift-8 at Km.173.837
33176.000191.148/192.0010.0010.0097.046465.811463.624470.511468.324
34192.000210.000/209.4510.0010.0096.089463.624461.182468.324465.882/465.852
35210.000216.208/216.309.59.596.375461.152460.271465.852464.971
2.Branch Canals
Peruru Branch Canal
Preamble

Peruru Branch canal takes off from Jeedipalli Reservoir and runs for a length of 6.07 Kms.

Salient features
Ayacut : 80,600 Acres
Discharge : 27.69 Cumecs
Bed width : 6.10 M
Full supply depth : 3.05 M
FSL at start : 462.00 M
Location of Head work : Jeedipalli Reservoir
Lifts : 1. At Km.1.375 on Peruru Branch canal
2.At Km 3.27 on peruru branch canal
3. At Km.12.900 on High level canal **
3. Distributories
Sl.No Distributory system Location on Peruru Branch canal Ayacut proposed in acres
1.Right Branch canalKm. 1.57535,000
2.Distributory -1Km 3.5004,100
3.Distributory -2Km 4.0801,700
4.Distributory -3Km 4.6165,945
5.Distributory -4Km 5.523455
6. ** High level canalKm 6.07033,400
 Total 80,600
PUMPING STATIONS (Lifts)
Preamble:

The HNSS Scheme involves lifting of water in 9 stages on Main Canal in Phase-I (2 Nos. in foreshore of Srisailam Reservoir, 7 Nos. on HNSS Main canal) with a total lift height of 291.83 M and 3 stages on Perur Branch canal with a total lift height of 67.70m. The total Power requirement in Phase-I is 458.83 MW.

Details of Lifts
Sl. No P.S Chainage Location Height of lift in Mts No of pumps Discharge in Cumes Power requirement in MW
Village Mandals Stage-I Stage-II
HNSS Main Canal
1(-)1.772MalyalaNandikotkur38.00489.5660.00
29.217BrahmanakotkurNandikotkur29.75489.5646.80
356.917MallapalliVeldurthi32.60489.5650.96
466.132KrishnagiriKrishnagiri35.24489.5654.56
578.785KambalapaduKrishnagiri33.14489.5650.96
688.690LakkasagaramKrishnagiri33.04489.5650.96
795.735GundlakondaDevanakonda29.22489.5641.90
8173.837Regulapaduvajrakarur 33.01489.5641.90
9Additional LiftMucchumarriPagidyala 27.83489.5639.12
Total:291.833672 437.16
Peruru Branch Canal
91.375AnkampalliBelaguppa25.56 9 11.97
103.370AnkampalliBelaguppa19.14 10 5.50
116.07Hagari Branch canal of Peruru Branch canal23.00 2 4.20
  Total67.70 21 21.67
PHASE-I GRAND TOTAL  93 458.83
5. Reservoirs
Preamble

The HNSS Scheme involves formation of 3 balancing reservoirs enroute in Phase-I Krishnagiri Reservoir , Pathikonda Reservoir and Jeedipalli Reservoir with a total storage capacity of 2.973 TMC.

Reservoirs proposed in Phase-I are

S.No. Name of Reservoir Located on Main Canal at Capacity
1Krishnagiri Reservoir (Kurnool Dist) Km 70.650 0.161 TMC
2 Pattikonda Reservoir (Kurnool Dist) Km 108.570 1.126 TMC
3 Jeedipalli Reservoir (Anantapuramu Dist) Km 216.300 1.686 TMC
  Total2.973 TMC
Krishnagiri Reservoir
Preamble

Krishnagiri reservoir is located near krishnagiri village of krishnagiri mandal in kurnool District and feed by HNSS main canal at km 76.65.The balancing reservoir is proposed to provide an ayacut of 5100 acres and providing drinking facility to kambalapadu, Amakakatadu, cherukulapadu, krishnagiri villages of krishnagiri mandal.

Salient Features Of Krishnagiri Reservoir
1 Storage Capacity of Reservoir : 4.55 M Cum (0.16 TMC)
2 Total Length of the Bund (in Mtrs) : 2660
3Maximum Height of the Bound (in Mtrs):9.600
4Top width of Bound (in Mtrs):6.000
5T.B.L (in Mtrs):372.900
6M.W.L.:369.900
7F.R.L:369.000
8Sill Level for Both L/S & R/S Sluices.:365.100
9Discharge & Ayacut of L/S Sluices:0.222 Cumecs ( 650 Acres )
10Discharge & Ayacut of R/S Sluices:1.408 Cumecs ( 4450 Acres )
11Villages / Mandals benefited 4 Villages in Krishnagiri Mandals of Kurnool District (5100 Ac)
Pattikonda Reservoir
Preamble

Pathikonda Reservoir is located near Pandikona Village of Pathikonda Mandal in Kurnool District with the coordinates Latitude :15°26'47" N and Longitude :77°33'06" E and at KM 106.100 of HNSS Main Canal.

The Balancing Reservoir is proposed to provide an ayacut of 61400 Acres and drinking water to drought prone mandal in Kurnool District through two Branch canals.

1. Right Branch Canal –37.361 Km ( 50626 Acres).

2. Left Branch Canal – 9.600 Km (10,774 Acres).

Salient Features Of Reservoir
F.R.L +450.600 M
M.W.L+451.900 M
M.D.D.L+445.000 M
T.B.L +454.900 M
M.F.D = (268 Cumecs from catchment area and 12 Cumecs from Canal )280 cumecs
Gross Storage Capacity1.126 T.M.C
Live Storage 0.885 T.M.C
Dead Storage 0.241 T.M.C
Area of Submergence1228 Acres
Length of Earth Bund3850.0M
Max Height of Earth Bund18M
Ayacut61400.00 Acres
1. Right Branch Canal of Pathikonda Reservoir
 
1) Discharge (Required) - 19.081 Cumecs
2) Discharge (Design) - 19.65 Cumecs
3) Bed width - 10.00 M
4) FSD - 1.9 M
5) Free Board - 0.75 M
6) Surface fall - 1 in 5000
7) Side slopes - 1.5:1
8) Velocity - 0.805 m/sec
9) Bed level - 442.95 M
10) FSL - 444.85 M
11) TBL - 445.6 M
 
2. Left Branch Canal of Pathikonda Reservoir
 
1) Discharge (Required) - 04.05 Cumecs
2) Discharge (Design) - 04.319 Cumecs
3) Bed width - 03.00 M
4) FSD - 01.35 M
5) Free Board - 0.75 M
6) Surface fall - 1 in 4000
7) Side slopes - 1.5:1
8) Velocity - 0.637 m/sec
9) Bed level - 443.4 M
10) FSL - 444.75 M
11) TBL - 445.5 M
 
3.Branch canal taking of at KM 26.115 of Right Branch Canal of Pathikonda Reservoir
1) Discharge (Required) - 02.836 Cumecs
2) Discharge (Design) - 03.235 Cumecs
3) Bed width - 02.00 M
4) FSD - 01.30 M
5) Free Board - 0.5 M
6) Surface fall - 1 in 3500
7) Side slopes - 1.5:1
8) Velocity - 0.63 m/sec
9) Bed level - 437.416 M
10) FSL - 438.716 M
11) TBL - 439.216 M

Water drawn levels from foreshore of Srisailam Reservoir

PS-0 @ Mutchumarri - 244.512 mts (or) 802 '

PS-1 @ Malyala - 254.020 mts (or) 833 '

Jeedipalli Reservoir
Preamble
Location : Near Jeedipalli(V), Beluguppa (M)
Longitude : 77° 16'06" E
Latitude : 14° 41'27" N
FRL : (+) 464.20 m
Cross capacity : 1.68 TMC (47.57 M Cum)
Live capacity : 1.58 TMC (44.84 M. Cum)
Dead Storage : 0.081 TMC
Ayacut : Peruru Branch canal 80,600 Acres
6. Ayacut Details in Phase-I
Sl.No. Package No. Ayacut in Acres
Kurnool District
1234200
2242300
3251900
4265100
5275100
62829200
72932200
Sub-Total80000
Anantapur District
830--
931--
1032--
113320900
123417300
1335--
143680600
Sub-Total118800
PHASE - I TOTAL198800
AYACUT PROPOSED DISTRIBUTORY WISE UNDER HNSS PHASE-I
Package No. Name of the Distributory Off Take Chainage Discharge in Cumecs DistributoryLength in Km Minors Length in Km Ayacut in Acres
23 Distributory No.1 9.60 0.870 7.144 2513.00
Minor.1 4.188
Sub Minor 1.234
Minor.2 1.851
Distributory No.210.700.1702.045 392.75
Minor
Distributory No.315.3250.3463.259 1045.15
Minor
Distributory No.419.200.0922.091 248.62
4199.52
24Gargeyapuram Major20.650.0931.875 300.00
Nutanpally Major 24.7250.2781.925 891.00
Minor.1 1.40
Minor.2 0.50
Dupadu Major 33.8250.1842.650 592.00
Peddatekur Major 35.300.1611.900 517.00
Minor 0.500
2300.00
25Distributory (Laddagiri)57.3050.5923.525 1021.00
1 R Minor 0.1581.525 507.00
2 L Minor 0.1580.925 372.00
1900.00
26RF Main Canal Distributory 1.408 710.00
1 L 253.00
2 L 1154.00
3 L 595.00
4 L 328.00
5 L 925.00
6 TE 485.00
LF Main Canal Distributory 0.222 650.00
5100.00
27Major-1R90.1000.8385.7 1366.00
1 R Minor 0.181 1.575581.00
2 R Minor 0.103 1.30322.00
3 L Minor 0.116 0.65371.00
Major-2L97.0000.765.775 1029.00
1 L Minor 0.07 0.35225.00
2 R Minor 0.191 2.55616.00
3 R Minor 0.069 0.75222.00
4 L Minor 0.112 1.40358.00
5090.00
28RBC of Pathikonda Reservoir 29200.00
Distributory No.1 L2.435 5.462
Distributory No.2 L6.150 1.092
Distributory No.3 L7.198 2.729
Distributory No.4 L7.750 2.77
Branch Canal10.875 14.88
Distributory No.5 L11.544 7.831
Distributory No.6 L6.626 4.474
Distributory No.7 R12.70 17.659
Distributory No.8 R13.70 0.32
Distributory No.9 R14.995 0.762
Distributory No.10 L15.15 3.354
Distributory No.11 R15.15 1.444
Distributory No.12 L16.275 4.00
Distributory No.13 R16.834 15.77
Distributory No.14 R17.88 2.76
Distributory No.15 L18.155 4.36
Distributory No.16 L18.827 17.24
Distributory No.17 L19.450 1.30
Distributory No.18 L20.439 6.19
Distributory No.19 R20.439 1.38
Distributory No.20 L21.429 6.07
Distributory No.21 R21.793 2.50
Tail end RBC 5.471
Tail end Distributory 4.320
RBC Branch Canal 10.875 14.880
Distributory No.1 L1.075 2.041
Distributory No.2 R3.115 4.249
Minor.12.915 3.824
Distributory No.3 R4.650 1.563
Distributory No.4 R6.700 4.363
Distributory No.5 R8.865 3.121
Distributory No.6 R9.630 3.946
Distributory No.7 L10.030 3.737
Distributory No.8 R10.640 2.871
Distributory No.9 L12.135 1.263
29RBC of Patthikonda Reservoir 15.24
Pandikona DRMR.I 1.115 289.00
Velamkur DRMR.I 1.45 271.00
Velamkur DRMR.II 2.255 747.00
Pandikona DRMR.II 2.15 656.00
Velamkur DRMR.III 2.86 544.00
Nallachalimala DRMR 0.80 233.00
Velamkur DRMR.IV 1.563 325.00
Kunkanur Distributory 10.86 10688.00
Devanakonda DRMR 3.15 566.00
Kunkanur DRMR 5.3 1630.00
T.E.Distributory 5477.00
21426.00
LBC of Patthikonda Reservoir
Right Minor.1 10774.00
Dudekunta Distributory.1
Dudekunta Distributory.2
Right Minor.2
Juturu Distributory No.3 4.70
Right Minor.3 6.125
Right Minor.4
Right Minor.5
Right Minor.6
Tail End Minor
Total 7.172277.90318.24879989.52
      80000.00
Ayacut Developed Distributory Wise Under HNSS Phase-I, During Khariff
Package No. Ayacut in Acres No. of Off takes Details Total Ayacut in Acres Ayacut developed during khariff Remarks
2013-14 2014-15
23 4200 4 Dy.No.1 @ Km 9.600
Dy.No.1 @ Km 9.600
Dy.No.1 @ Km 9.600
Dy.No.1 @ Km 9.600
Dy.No.1 @ Km 9.600
2513 392.75 1045.15 248.62 1000 1300 Works of distributaries Minors are in progress
24 2300 4 Gargeyapuram Major @ 20.650 Nutanpally Major @ km 24.725 Dupadu Major @ km 33.825 Peddatekur Major @ 35.300 300
891
592
517
1708 1708 Works of distributaries and Minors are completed for 3 distributories
25 1900 1 Distributory @ km 57.304 (Laddagiri) 1900 1900 1900 Total distributaries are completed
26 5100 2 1) RF Main canal Distributaries
1L
2L
3L
4L
5L
6TE
2) LF Main canal distributories
710
253
1154
595
328
925
485
650
4615 5000 Works are in progress. 14 Acres 'C' Category lands to be cleared.
27 5100 2 1) Major - 2 L (6.8 KM)
2) Major - 1 R
2450
2650
4600 4600
28 29200 1 1)RBC continuation from 0.00 to km 10.875
2)RBC continuation from 10.875 to km 22.121
2222
26978
0 0 Full distributaries Net work is not ready
29 32200 2 1) LBC (9.6 KM)
2) RBC (15.240 KM)
10700
21500
0 0 Full distributaries Net work is not ready
80000 Total 80000 13823 14508
Ayacut Detaills Mandal wise& village wise in HNSS Phase- I
Sl.No. Name of Constituency District Mandal Village Ayacut in Acres
1 Nandikotkur KURNOOL DISTRICT Nandikotkur Vaddemanu 1970.57
Alluru 376.4
Brahanakotkur 559.28
2906.25
2 Kurnool Kurnool Gargeyapuram 1293.78
Kurnool Gargeyapuram 300
Rudravaram 171.79
Pasupaula 174.34
Nuthanapalli 545.07
2484.98
3 Panyam Kalluru Thadakanapalli 67.28
Dupadu 295.33
Lakshimpuram 70.37
Peddatekuru 675.82
Kalluru Konganapadu 815.52
Veldurthi Mallapalli 23.71
Veldurthi Cherukulapadu 381.21
2329.24
4 Kodumur Kodumuru Laddagiri 1068.77
1068.77
5 Patikonda Krishnagiri Kambalapadu 108.26
Amukathadu 3845.78
Krishnagiri Togarchedu 114.75
Krishnagiri Lakkasagaram 2494.67
  Alamkonda 287.75
  Chityala 164.73
  Chenchuyerragudi 981.72
Tuggali Bondimadugula 827.13
Pattikonda Dudekonda 5039.58
  Jutur 1755.472
  Agraharam 513.127
  Mandagiri 3470.05
Patikonda Pandikona 944.885
    20547.904
6 Allur Devanakonda Gundlakonda 385
Devanakonda Jelladabudakala 1039.73
  Karivemula 2445.17
  Kappatrala 4727.41
  Nalebandha 4766.54
  Tarnikal 4728.26
  Palakurthi 6206.44
  Kotakonda 639.9
Devanakonda Velamkur 1886.806
  Nallachelimela 233.56
  Kunkanuru 16497.63
  Devanakonda 1895.323
    45451.77
7 Yemmiganur Gonegandla Neredupalli 1166.8
  Erabada 3119.25
  Thippanuru 810.51
    5096.56
      Grand Total 79885.473
      Or 80,000.00
WATER REQUIREMENT
Phase-I14.00 TMC
Phase-II26.00 TMC
 
DRINKING WATER (Lakh People)
Phase-I10.00
Phase-II23.00
Land Acquisition Status in Phase-I as on 31.08.2015
Kurnool Dist.Ananthapuramu Dist.
 
Land Requisitioned in Acres9781.067557.47
Land acquired in Acres8081.067264.49
Balance to be acquired in Acres1700.00292.98
Percentage of Land acquired82.62%96.12%
NH CROSSINGS
Sl.No HNSS chainage Package NH chainage Amount Deposited to NHAI
128.22924KM 350.200
(Chittoor-Kurnool)
6.01 Crores
242.34525KM 224.800
(Hyderabad-Bangalore)
3.414 Crores
3158.48332KM 389.000 (Gooty-Ankola)6.4145 Crores
RAILWAY CROSSINGS
Sl.No HNSS chainage Package NH chainage Amount Deposited to Railways
142.23825260/6-7 (Secunderabad -Dhone)17.338 Crores
2133.53830346/4-5 (Guntakal-Dhone)48.351 Crores
3149.69431361/7-8 (Guntakal-Dhone)
4151.50031444/8-9 (Guntakal- Wadi) 23.977 Crores
5154.83531254/4-5 (Guntakal-Bellary) 6.295 Crores