10
1 VENKATANAGARAM VENKATANAGARAM PUMPING SCHEME PUMPING SCHEME

VENKATANAGARAM PUMPING SCHEME

  • Upload
    chars

  • View
    55

  • Download
    2

Embed Size (px)

DESCRIPTION

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

Citation preview

Page 1: VENKATANAGARAM  PUMPING SCHEME

1

VENKATANAGARAVENKATANAGARAM M

PUMPING PUMPING SCHEMESCHEME

Page 2: VENKATANAGARAM  PUMPING SCHEME

2

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

Page 3: VENKATANAGARAM  PUMPING SCHEME

3

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.

Page 4: VENKATANAGARAM  PUMPING SCHEME

4

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

Page 5: VENKATANAGARAM  PUMPING SCHEME

5

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

Page 6: VENKATANAGARAM  PUMPING SCHEME

6

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

Page 7: VENKATANAGARAM  PUMPING SCHEME

7

LAND ACQUISITIONLAND ACQUISITION

Land to be acquired for Head works, pressure main 69 Acs.

Land to be acquired for Distributory system 153 Acs.

Page 8: VENKATANAGARAM  PUMPING SCHEME

8

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

Page 9: VENKATANAGARAM  PUMPING SCHEME

9

POWER & WATER POWER & WATER REQUIREMENTREQUIREMENT

Water Requirement: 3.62 TMC

Power Requirement: 10 MW

Page 10: VENKATANAGARAM  PUMPING SCHEME

10

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 --