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VENKATANAGARAM PUMPING SCHEME. LOCATION OF THE PROJECT. At Km 12.34 of Akhanda Godavari Left Bank Longitude 81°- 35’ – 56” E Latitude 17°- 8’ – 30” N Near Katheru village 5 km from Rajahmundry. SALIENT FEATURES. Water proposed to be lifted - 9.90 cumecs. - PowerPoint PPT Presentation
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VENKATANAGARAVENKATANAGARAM M
PUMPING PUMPING SCHEMESCHEME
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LOCATION OF THE LOCATION OF THE PROJECTPROJECT
At Km 12.34 of Akhanda Godavari Left Bank
Longitude 81°- 35’ – 56” E
Latitude 17°- 8’ – 30” N
Near Katheru village
5 km from Rajahmundry
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SALIENT FEATURESSALIENT FEATURES
Water proposed to be lifted - 9.90 cumecs.
Ayacut proposed to be irrigated - 36,000 Acs.
Drinking water facilities to 1,20,000 population in 28 villages.
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ADMINISTRATIVE APPROVALADMINISTRATIVE APPROVAL
Administrative approval was accorded vide G.O.Ms.No.135, dt.7-8-2005
Sanctioned estimate no.& amount CR.No.49/2004-05, dt.3-1-2005, Rs.97,07,38,000
Work entrusted to M/s.Koya & Co.Construction Pvt. Ltd.,Hyderabad.
Agreement No.& Value 67/2004-05, dt.14-3-2005 Rs.85,56,59,700
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OTHER PARTRICULARS
1. Lift Height : +12.00m to 110.80 = 98.80m in 3 stages IV. Pumps Discharge : STAGE I II. Source : River Godavari @ KM 14.00 of Akhanda Godavari Left Bank Discharge = 9.90 cumecs III. No.of pumps and HPs
of motor each : STAGE.I Lift from +12.00 to +19.00 m discharge = 9.90 cumecs
STAGE II (Phase I) Discharge = 1.88 cumecs
(2+1) vertical turbine pumps of 750 H.P STAGE II (Phase II) STAGE II (Phase I) Discharge = 7.922 cumecs Lift from +18.50 to +26.50 m STAGE III Discharge = 1.88 cumecs Discharge = 1.218 cumecs INDEX (2+1) vertical turbine of 150 H.P V. Estimate Amount : Rs. 97,07,38,000 Completed Lift from +18.50 to +88.20 VII. Tender Amount : Rs. 85,56,59,100 Under Execution Discharge = 7.922 cumecs VIII. Agreement Date : Tenders called for
(3+1) vertical turbine pumps of 3450 H.P XI. Period of completion : 18 months
Works to be taken up STAGE III X. Present Stage : Tenders opened on 14-2-05 and work is awarded to M/s KOYA & CO Constructions Pvt. Ltd.
Target Dates Lift from +88.20 to 110.80 XI. Ayacut : 36,000 Acres. Kilometrs Discharge = 1.218 cumecs (2+1) vertical turbine pumps of 310 H.P
Main canal 12 KM
5.5 KM 0.4 KM
6 KM
5.5 KM 2.25 KM
1st Stage
Pump
House
Cistern
Leading channel Cistern
Cistern PHASE II Pressure main of 1.8 m dia in 2 rows
PHASE I Pressure main of 0.9 m dia in 2 rows
2nd stage
Pump
House
Cistern
Cistern
3rd Stage Pump House
Pressure main of 1 m dia single row
F l o w d i a g r a m o f V e n k a t a N a g a r a m P u m p i n g S c h e m e
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PROJECT COMPONENTSPROJECT COMPONENTS
Stage I:- Lifting of water from River Godavari at KM 12.34 of Akhanda Godavari Left Bank from +12.00 to +19.00.
Ayacut benefitted 2,000 Acs existing ayacut.
Stage II (a):- Lifting of water from +18.50 to +26.50m. Ayacut benefitted 2,250 Acs existing ayacut.
Stage II (b):- Lifting of water from + 18.50 to +88.20m Ayacut benefitted 25,750 Acs new ayacut.
Stage III (From stage II main canal):- Lifting of water from +85.00 to +110.80m
Ayacut benefitted 6,000 Acs
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LAND ACQUISITIONLAND ACQUISITION
Land to be acquired for Head works, pressure main 69 Acs.
Land to be acquired for Distributory system 153 Acs.
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BENEFITSBENEFITS
On completion of the pumping scheme 21,408.30 MT of food grains valued at 62.88 crores will be produced annually.
Drinking water facility for a population of 1,20,000 people living in 28 villages.
B.C. ratio 3.38:1
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POWER & WATER POWER & WATER REQUIREMENTREQUIREMENT
Water Requirement: 3.62 TMC
Power Requirement: 10 MW
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BUDGET & EXPENDITUREBUDGET & EXPENDITURE
M.H.161 Venkatanagaram Pumping Scheme
530 Major works Budget Expen. (Rs. in Lakhs)
531 Other Expenditure 7,000 4,27-83
532 Lands 100 --