SlideShare a Scribd company logo

Report

1 of 11
Download to read offline
Report to accompany the Improvements to Pulesu kunta near Venkatagari palli village in
Puttaparthy mandal of Anantapuram (Dist)
Est .Rs
The kunta namely Pulesu kunta is situated about 3km west of Venkatagari palli village
in Puttaparthy mandal of Anantapuram dist., The kunta has free catchment from local hills
namely Nerudu konda which is in forest limits. The kunta is constructed across Pedda vanka
which is running from Kotla palli catchment. The kunta is constructed long back. The kunta is
breached long back and the water getting wasted without storing in the kunta.
So it is proposed for permanent repairs to the breached kunta with the following
provisions.
The estimate is prepared with the following provisions
1) Earth work in execation for foundations.
2) Providing and laying M10-40MSA for foundation concrete
3) Providing and laying M15-20MSA for super structure concrete
4) Providing and laying homogenious embankment
5) Providing and laying 30mm pitching works
6) Provision towards VAT@ 5%
7) Provision towards Cess@ 1%
8) Provision towards stationary, Xerox and Photography charges.
The estimate is prepared based on the current schedule of rates for the year 2014-15
Report to accompany the Improvements to the Bukkapatnam cheruvu kaluva of Narepalli near
Narepalli (V) in kothacheuruvu (M) of Anantapuramu (Dist)
Est .Rs. 9.31 Lac
The supply channel namely Bukkapatnam cheruvu kaluva of Nare palli is takes off
from a pickup anicut constructed across Chitravati river about 3.0 Km South of Nare palli village
in Kothacheruvu mandal in Anantapuramu dist., The channel has an direct ayacut of about 185
acres and an indirect ayacut of about 45 acres due to the improvement of ground water. The
kaluva is constructed long back and due seasonal variations the kaluva got damaged at several
places. Due to this ayacut of Narepalli village could not able to get proper water for irrigation.
Hence, it is proposed for repairs to the channel.
So it is proposed for permanent repairs to the supply channel and permanent
restoration of pickup anicut.
The estimate is prepared with the following provisions
1) Earth work in execation for foundations.
2) Providing and laying M10-40MSA for foundation concrete
3) Providing and laying M15-20MSA for super structure concrete
4) Providing and layinc M20_20MSA for wearing coat
3) Provision towards VAT@ 5%
4) Provision towards Cess@ 1%
5) Provision towards stationary, Xerox and Photography charges.
The estimate is prepared based on the current schedule of rates for the year 2013-14.
Assitatnat Executive Engineer Deputy Executive Engineer Execuive Engineer
IB section, Kothacheruvu IB sudvision, Gorantla IB Division, Penukonda
Report to accompany the Improvements to the Bukkapatnam cheruvu kaluva of Kanisetty
palli near Kanisetty palli (V) in kothacheuruvu (M) of Anantapuramu (Dist)
Est .Rs. 9.35 Lac
The supply channel namely Bukkapatnam cheruvu kaluva of Kanisetty palli is takes
off from a pickup anicut constructed across Chitravati river about 3.5 Km South of Kanisetty
palli village in Kothacheruvu mandal in Anantapuramu dist., The channel has an direct ayacut
of about 185 acres and an indirect ayacut of about 100 acres due to the improvement of
ground water. The kaluva is constructed long back and due seasonal variations the kaluva got
damaged at several places. Due to this ayacut of Kanisetty palli village could not able to get
proper water for irrigation. Hence, it is proposed for repairs to the channel.
So it is proposed for permanent repairs to the supply channel and permanent
restoration of pickup anicut.
The estimate is prepared with the following provisions
1) Earth work in execation for foundations.
2) Providing and laying M10-40MSA for foundation concrete
3) Providing and laying M15-20MSA for super structure concrete
4) Providing and layinc M20_20MSA for wearing coat
3) Provision towards VAT@ 5%
4) Provision towards Cess@ 1%
5) Provision towards stationary, Xerox and Photography charges.
The estimate is prepared based on the current schedule of rates for the year 2013-14.
Assitatnat Executive Engineer Deputy Executive Engineer Execuive Engineer
IB section, Kothacheruvu IB sudvision, Gorantla IB Division, Penukonda
Report to accompany the Permanent Flood damage repairs to the Pickupa anicut to
feed Devara kaluva near Pothula kunta (V) in kothacheuruvu (M) of Anantapuramu (Dist)
Est .Rs. 9.86 Lac
The supply channel namely Devara kaluva is takes off from a pickup anicut
constructed across Vangaperu river about 0.75 Km South East of Pothula kunta village in
Kothacheruvu mandal in Anantapuramu dist., The channel has an direct ayacut of about 45.26
acres and an indirect ayacut of about 60 acres due to the improvement of ground water. Due to
heavy floods on 11.09.2012. about mm rain fall, The supply channel got breached about
150mts and also pick up anicut is damaged severly and thus Devara kaluva does not received
proper water .
So it is proposed for permanent repairs to the supply channel and permanent
restoration of pickup anicut.
The estimate is prepared with the following provisions
1) Earth work in execation for foundations.
2) Providing and laying M10-40MSA for foundation concrete
3) Providing and laying M15-20MSA for super structure concrete
4) Providing and layinc M20_20MSA for wearing coat
5) Providing and laying M20-20MSA for skin wall concrete
6) Provision towards VAT@ 5%
7) Provision towards Cess@ 1%
8) Provision towards stationary, Xerox and Photography charges.
The estimate is prepared based on the current schedule of rates for the year 2013-14.
Assitatnat Executive Engineer Deputy Executive Engineer Execuive Engineer
IB section, Kothacheruvu IB sudvision, Gorantla IB Division, P enukonda
Report to accompany the Permanent Flood damage repairs to the Pickupa anicut to feed
Byrapuram tank near Byrapuram (V) in kothacheuruvu (M) of Anantapuramu (Dist)
Est .Rs. 9.98 Lac
The supply channel namely Byrapuram kaluva is takes off from a pickup anicut
constructed across Vangaperu river about 8.0 Km South of Byrapuram, village in Kothacheruvu
mandal in Anantapuramu dist., The channel has an direct ayacut of about 55.74 acres and an
ayacut of about 98 acres from Byrapuram Mi tank. Due to heavy floods on 11.09.2012. about
mm rain fall, The supply channel got breached about 25 mts length. Also the pickup anicut got
damaged severly.
So it is proposed for permanent repairs to the supply channel and permanent
restoration of pickup anicut.
The estimate is prepared with the following provisions
1) Earth work in execation for foundations.
2) Providing and laying M10-40MSA for foundation concrete
3) Providing and laying M15-20MSA for super structure concrete
4) Providing and layinc M20_20MSA for wearing coat
5) Providing and Laying of M20-20MSA for skin wall concrete
3) Provision towards VAT@ 5%
4) Provision towards Cess@ 1%
5) Provision towards stationary, Xerox and Photography charges.
The estimate is prepared based on the current schedule of rates for the year 2013-14.
Assitatnat Executive Engineer Deputy Executive Engineer Execuive Engineer
IB section, Kothacheruvu IB sudvision, Gorantla IB Division, Penukonda
Report to accompany the Permanent Flood damage repairs to the anicut across
Yerravanka near (Venkataramana land) in Pothula kunta (V) in kothacheuruvu (M) of
Anantapuramu (Dist)
Est .Rs. 7.05 Lac
The anicut constructed across Yerra river about 0.50Km North-west of Pothula kunta
village in Kothacheruvu mandal in Anantapuramu dist., The channel has an an indirect ayacut
of about 65 acres due to the improvement of ground water. And about 25 BORE WEELS MAY
GET RECHARED. Due to heavy floods on 11.09.2012. about mm rain fall, The ANICUT got
breached about 20mts on L/S and also pick up anicut is damaged severly and thus the water
getting wasted.
So it is proposed for permanent repairs and permanent restoration of pickup anicut.
The estimate is prepared with the following provisions
1) Earth work in execation for foundations.
2) Providing and laying M10-40MSA for foundation concrete
3) Providing and laying M15-20MSA for super structure concrete
4) Providing and layinc M20_20MSA for wearing coat
5) Provision towards VAT@ 5%
6) Provision towards Cess@ 1%
7) Provision towards stationary, Xerox and Photography charges.
The estimate is prepared based on the current schedule of rates for the year 2013-14.
Ad

Recommended

PIS Uyo - Ring Road Phases I
PIS Uyo - Ring Road Phases IPIS Uyo - Ring Road Phases I
PIS Uyo - Ring Road Phases ISven Maedler
 
Hengistbury Head Phase II Development
Hengistbury Head Phase II Development Hengistbury Head Phase II Development
Hengistbury Head Phase II Development Joshua Brunsdon
 
Pharmacy - Kennedy Construction Liaison Committee Meeting - May 2017
Pharmacy - Kennedy Construction Liaison Committee Meeting - May 2017Pharmacy - Kennedy Construction Liaison Committee Meeting - May 2017
Pharmacy - Kennedy Construction Liaison Committee Meeting - May 2017Crosstown TO
 
Chaplin Station Open House - March 2017
Chaplin Station Open House - March 2017Chaplin Station Open House - March 2017
Chaplin Station Open House - March 2017Crosstown TO
 
PIS Uyo - Ikot Ekpene Road Phase I
PIS Uyo - Ikot Ekpene Road Phase IPIS Uyo - Ikot Ekpene Road Phase I
PIS Uyo - Ikot Ekpene Road Phase ISven Maedler
 

More Related Content

Similar to Report

IRJET- Groundwater Replenishment in Ambernath Region
IRJET- Groundwater Replenishment in Ambernath RegionIRJET- Groundwater Replenishment in Ambernath Region
IRJET- Groundwater Replenishment in Ambernath RegionIRJET Journal
 
Paper on intrepid approachs in highway tunnel in bhutan
Paper on intrepid approachs in highway tunnel in bhutanPaper on intrepid approachs in highway tunnel in bhutan
Paper on intrepid approachs in highway tunnel in bhutanSantosh Sati
 
Jamuna Bridge & A Successful EIA-Malthus.pptx
Jamuna Bridge & A Successful EIA-Malthus.pptxJamuna Bridge & A Successful EIA-Malthus.pptx
Jamuna Bridge & A Successful EIA-Malthus.pptxMd. Mahmudor Rahman
 
IRJET - A Geographical Study of Nilwande Canal in Ahmednagar District, Pravar...
IRJET - A Geographical Study of Nilwande Canal in Ahmednagar District, Pravar...IRJET - A Geographical Study of Nilwande Canal in Ahmednagar District, Pravar...
IRJET - A Geographical Study of Nilwande Canal in Ahmednagar District, Pravar...IRJET Journal
 
IRJET- Planning and Design of Small Hydro Power Station on D/S of Low Head We...
IRJET- Planning and Design of Small Hydro Power Station on D/S of Low Head We...IRJET- Planning and Design of Small Hydro Power Station on D/S of Low Head We...
IRJET- Planning and Design of Small Hydro Power Station on D/S of Low Head We...IRJET Journal
 
IRJET- Highway Networking System
IRJET-  	  Highway Networking SystemIRJET-  	  Highway Networking System
IRJET- Highway Networking SystemIRJET Journal
 
Water Resources Management in Brantas River Basin
Water Resources Management in Brantas River BasinWater Resources Management in Brantas River Basin
Water Resources Management in Brantas River BasinPutika Ashfar Khoiri
 
Jaipur_water supply service.pdf
Jaipur_water supply service.pdfJaipur_water supply service.pdf
Jaipur_water supply service.pdfAKASHICWORLD
 
Doubling progress report
Doubling progress reportDoubling progress report
Doubling progress reportNeha Singh
 
IRJET- Hydraulic and Structural Design of Water Treatment Plant
IRJET- Hydraulic and Structural Design of Water Treatment PlantIRJET- Hydraulic and Structural Design of Water Treatment Plant
IRJET- Hydraulic and Structural Design of Water Treatment PlantIRJET Journal
 
The Northern Collector Water Tunnel Project Report
The Northern Collector Water Tunnel Project ReportThe Northern Collector Water Tunnel Project Report
The Northern Collector Water Tunnel Project ReportThe Star Newspaper
 

Similar to Report (20)

IRJET- Groundwater Replenishment in Ambernath Region
IRJET- Groundwater Replenishment in Ambernath RegionIRJET- Groundwater Replenishment in Ambernath Region
IRJET- Groundwater Replenishment in Ambernath Region
 
Paper on intrepid approachs in highway tunnel in bhutan
Paper on intrepid approachs in highway tunnel in bhutanPaper on intrepid approachs in highway tunnel in bhutan
Paper on intrepid approachs in highway tunnel in bhutan
 
Jamuna Bridge & A Successful EIA-Malthus.pptx
Jamuna Bridge & A Successful EIA-Malthus.pptxJamuna Bridge & A Successful EIA-Malthus.pptx
Jamuna Bridge & A Successful EIA-Malthus.pptx
 
IRJET - A Geographical Study of Nilwande Canal in Ahmednagar District, Pravar...
IRJET - A Geographical Study of Nilwande Canal in Ahmednagar District, Pravar...IRJET - A Geographical Study of Nilwande Canal in Ahmednagar District, Pravar...
IRJET - A Geographical Study of Nilwande Canal in Ahmednagar District, Pravar...
 
IRJET- Planning and Design of Small Hydro Power Station on D/S of Low Head We...
IRJET- Planning and Design of Small Hydro Power Station on D/S of Low Head We...IRJET- Planning and Design of Small Hydro Power Station on D/S of Low Head We...
IRJET- Planning and Design of Small Hydro Power Station on D/S of Low Head We...
 
Vijayakanth CV_ 27 Oct 15
Vijayakanth CV_ 27 Oct 15Vijayakanth CV_ 27 Oct 15
Vijayakanth CV_ 27 Oct 15
 
CV William 2016
CV William 2016CV William 2016
CV William 2016
 
Nahar Wala.ppt
Nahar Wala.pptNahar Wala.ppt
Nahar Wala.ppt
 
IRJET- Highway Networking System
IRJET-  	  Highway Networking SystemIRJET-  	  Highway Networking System
IRJET- Highway Networking System
 
IFCDflood
IFCDfloodIFCDflood
IFCDflood
 
Water Woes of Mumbai City by Mr.P.K.Charankar
Water Woes of Mumbai City by Mr.P.K.CharankarWater Woes of Mumbai City by Mr.P.K.Charankar
Water Woes of Mumbai City by Mr.P.K.Charankar
 
V130402139143
V130402139143V130402139143
V130402139143
 
Water Resources Management in Brantas River Basin
Water Resources Management in Brantas River BasinWater Resources Management in Brantas River Basin
Water Resources Management in Brantas River Basin
 
Jaipur_water supply service.pdf
Jaipur_water supply service.pdfJaipur_water supply service.pdf
Jaipur_water supply service.pdf
 
Ainley & Associates
Ainley & AssociatesAinley & Associates
Ainley & Associates
 
Doubling progress report
Doubling progress reportDoubling progress report
Doubling progress report
 
IRJET- Hydraulic and Structural Design of Water Treatment Plant
IRJET- Hydraulic and Structural Design of Water Treatment PlantIRJET- Hydraulic and Structural Design of Water Treatment Plant
IRJET- Hydraulic and Structural Design of Water Treatment Plant
 
The Northern Collector Water Tunnel Project Report
The Northern Collector Water Tunnel Project ReportThe Northern Collector Water Tunnel Project Report
The Northern Collector Water Tunnel Project Report
 
Muhammad Sheraz Khan CV (Updated)
Muhammad Sheraz Khan CV (Updated)Muhammad Sheraz Khan CV (Updated)
Muhammad Sheraz Khan CV (Updated)
 
ANP DAM PPT Dt 30-10-2022 EE.pptx
ANP DAM PPT Dt 30-10-2022 EE.pptxANP DAM PPT Dt 30-10-2022 EE.pptx
ANP DAM PPT Dt 30-10-2022 EE.pptx
 

Report

  • 1. Report to accompany the Improvements to Pulesu kunta near Venkatagari palli village in Puttaparthy mandal of Anantapuram (Dist) Est .Rs The kunta namely Pulesu kunta is situated about 3km west of Venkatagari palli village in Puttaparthy mandal of Anantapuram dist., The kunta has free catchment from local hills namely Nerudu konda which is in forest limits. The kunta is constructed across Pedda vanka which is running from Kotla palli catchment. The kunta is constructed long back. The kunta is breached long back and the water getting wasted without storing in the kunta. So it is proposed for permanent repairs to the breached kunta with the following provisions. The estimate is prepared with the following provisions 1) Earth work in execation for foundations. 2) Providing and laying M10-40MSA for foundation concrete 3) Providing and laying M15-20MSA for super structure concrete 4) Providing and laying homogenious embankment 5) Providing and laying 30mm pitching works 6) Provision towards VAT@ 5% 7) Provision towards Cess@ 1% 8) Provision towards stationary, Xerox and Photography charges. The estimate is prepared based on the current schedule of rates for the year 2014-15
  • 2. Report to accompany the Improvements to the Bukkapatnam cheruvu kaluva of Narepalli near Narepalli (V) in kothacheuruvu (M) of Anantapuramu (Dist) Est .Rs. 9.31 Lac The supply channel namely Bukkapatnam cheruvu kaluva of Nare palli is takes off from a pickup anicut constructed across Chitravati river about 3.0 Km South of Nare palli village in Kothacheruvu mandal in Anantapuramu dist., The channel has an direct ayacut of about 185 acres and an indirect ayacut of about 45 acres due to the improvement of ground water. The kaluva is constructed long back and due seasonal variations the kaluva got damaged at several places. Due to this ayacut of Narepalli village could not able to get proper water for irrigation. Hence, it is proposed for repairs to the channel. So it is proposed for permanent repairs to the supply channel and permanent restoration of pickup anicut. The estimate is prepared with the following provisions 1) Earth work in execation for foundations. 2) Providing and laying M10-40MSA for foundation concrete 3) Providing and laying M15-20MSA for super structure concrete 4) Providing and layinc M20_20MSA for wearing coat 3) Provision towards VAT@ 5% 4) Provision towards Cess@ 1% 5) Provision towards stationary, Xerox and Photography charges. The estimate is prepared based on the current schedule of rates for the year 2013-14.
  • 3. Assitatnat Executive Engineer Deputy Executive Engineer Execuive Engineer IB section, Kothacheruvu IB sudvision, Gorantla IB Division, Penukonda Report to accompany the Improvements to the Bukkapatnam cheruvu kaluva of Kanisetty palli near Kanisetty palli (V) in kothacheuruvu (M) of Anantapuramu (Dist) Est .Rs. 9.35 Lac The supply channel namely Bukkapatnam cheruvu kaluva of Kanisetty palli is takes off from a pickup anicut constructed across Chitravati river about 3.5 Km South of Kanisetty palli village in Kothacheruvu mandal in Anantapuramu dist., The channel has an direct ayacut of about 185 acres and an indirect ayacut of about 100 acres due to the improvement of ground water. The kaluva is constructed long back and due seasonal variations the kaluva got damaged at several places. Due to this ayacut of Kanisetty palli village could not able to get proper water for irrigation. Hence, it is proposed for repairs to the channel. So it is proposed for permanent repairs to the supply channel and permanent restoration of pickup anicut. The estimate is prepared with the following provisions 1) Earth work in execation for foundations. 2) Providing and laying M10-40MSA for foundation concrete 3) Providing and laying M15-20MSA for super structure concrete 4) Providing and layinc M20_20MSA for wearing coat 3) Provision towards VAT@ 5% 4) Provision towards Cess@ 1% 5) Provision towards stationary, Xerox and Photography charges. The estimate is prepared based on the current schedule of rates for the year 2013-14.
  • 4. Assitatnat Executive Engineer Deputy Executive Engineer Execuive Engineer IB section, Kothacheruvu IB sudvision, Gorantla IB Division, Penukonda Report to accompany the Permanent Flood damage repairs to the Pickupa anicut to feed Devara kaluva near Pothula kunta (V) in kothacheuruvu (M) of Anantapuramu (Dist) Est .Rs. 9.86 Lac The supply channel namely Devara kaluva is takes off from a pickup anicut constructed across Vangaperu river about 0.75 Km South East of Pothula kunta village in Kothacheruvu mandal in Anantapuramu dist., The channel has an direct ayacut of about 45.26 acres and an indirect ayacut of about 60 acres due to the improvement of ground water. Due to heavy floods on 11.09.2012. about mm rain fall, The supply channel got breached about 150mts and also pick up anicut is damaged severly and thus Devara kaluva does not received proper water . So it is proposed for permanent repairs to the supply channel and permanent restoration of pickup anicut. The estimate is prepared with the following provisions 1) Earth work in execation for foundations. 2) Providing and laying M10-40MSA for foundation concrete 3) Providing and laying M15-20MSA for super structure concrete 4) Providing and layinc M20_20MSA for wearing coat 5) Providing and laying M20-20MSA for skin wall concrete 6) Provision towards VAT@ 5% 7) Provision towards Cess@ 1% 8) Provision towards stationary, Xerox and Photography charges. The estimate is prepared based on the current schedule of rates for the year 2013-14.
  • 5. Assitatnat Executive Engineer Deputy Executive Engineer Execuive Engineer IB section, Kothacheruvu IB sudvision, Gorantla IB Division, P enukonda Report to accompany the Permanent Flood damage repairs to the Pickupa anicut to feed Byrapuram tank near Byrapuram (V) in kothacheuruvu (M) of Anantapuramu (Dist) Est .Rs. 9.98 Lac The supply channel namely Byrapuram kaluva is takes off from a pickup anicut constructed across Vangaperu river about 8.0 Km South of Byrapuram, village in Kothacheruvu mandal in Anantapuramu dist., The channel has an direct ayacut of about 55.74 acres and an ayacut of about 98 acres from Byrapuram Mi tank. Due to heavy floods on 11.09.2012. about mm rain fall, The supply channel got breached about 25 mts length. Also the pickup anicut got damaged severly. So it is proposed for permanent repairs to the supply channel and permanent restoration of pickup anicut. The estimate is prepared with the following provisions 1) Earth work in execation for foundations. 2) Providing and laying M10-40MSA for foundation concrete 3) Providing and laying M15-20MSA for super structure concrete 4) Providing and layinc M20_20MSA for wearing coat 5) Providing and Laying of M20-20MSA for skin wall concrete 3) Provision towards VAT@ 5% 4) Provision towards Cess@ 1% 5) Provision towards stationary, Xerox and Photography charges. The estimate is prepared based on the current schedule of rates for the year 2013-14.
  • 6. Assitatnat Executive Engineer Deputy Executive Engineer Execuive Engineer IB section, Kothacheruvu IB sudvision, Gorantla IB Division, Penukonda Report to accompany the Permanent Flood damage repairs to the anicut across Yerravanka near (Venkataramana land) in Pothula kunta (V) in kothacheuruvu (M) of Anantapuramu (Dist) Est .Rs. 7.05 Lac The anicut constructed across Yerra river about 0.50Km North-west of Pothula kunta village in Kothacheruvu mandal in Anantapuramu dist., The channel has an an indirect ayacut of about 65 acres due to the improvement of ground water. And about 25 BORE WEELS MAY GET RECHARED. Due to heavy floods on 11.09.2012. about mm rain fall, The ANICUT got breached about 20mts on L/S and also pick up anicut is damaged severly and thus the water getting wasted. So it is proposed for permanent repairs and permanent restoration of pickup anicut. The estimate is prepared with the following provisions 1) Earth work in execation for foundations. 2) Providing and laying M10-40MSA for foundation concrete 3) Providing and laying M15-20MSA for super structure concrete 4) Providing and layinc M20_20MSA for wearing coat 5) Provision towards VAT@ 5% 6) Provision towards Cess@ 1% 7) Provision towards stationary, Xerox and Photography charges. The estimate is prepared based on the current schedule of rates for the year 2013-14.
  • 7. Assitatnat Executive Engineer Deputy Executive Engineer Execuive Engineer IB section, Kothacheruvu IB sudvision, Gorantla IB Division, Penukonda Report to accompany the Permanent Flood damage repairs to the Pickupa anicut to feed Bandala kaluva near Bandla palli (V) in kothacheuruvu (M) of Anantapuramu (Dist) Est .Rs. 9.82 Lac The supply channel namely Bandala palli kaluva is takes off from a pickup anicut constructed across Vangaperu river about 1.50Km South of Bandla palli village in Kothacheruvu mandal in Anantapuramu dist., The channel has an direct ayacut of about 13.39 acres and an indirect ayacut of about 45 acres due to the improvement of ground water. Due to heavy floods on 11.09.2012. about mm rain fall, The supply channel got breached and also pickup anicut damaged severly. So it is proposed for permanent repairs to the supply channel and permanent restoration of pickup anicut. The estimate is prepared with the following provisions 1) Earth work in execation for foundations. 2) Providing and laying M10-40MSA for foundation concrete 3) Providing and laying M15-20MSA for super structure concrete 4) Providing and layinc M20_20MSA for wearing coat 5) Providing and Laying of M20-20MSA for skin wall concrete 3) Provision towards VAT@ 5% 4) Provision towards Cess@ 1% 5) Provision towards stationary, Xerox and Photography charges. The estimate is prepared based on the current schedule of rates for the year 2013-14.
  • 8. Assitatnat Executive Engineer Deputy Executive Engineer Execuive Engineer IB section, Kothacheruvu IB sudvision, Gorantla IB Division, P enukonda Report to accompany the Permanent Flood damage repairs to the Pickupa anicut to feed Kankanala kaluva near Bandla palli (V) in kothacheuruvu (M) of Anantapuramu (Dist) Est .Rs. 9.99 Lac The supply channel namely Kankanala kaluva is takes off from a pickup anicut constructed across Vangaperu river about 1.80Km South of Bandla palli village in Kothacheruvu mandal in Anantapuramu dist., The channel has an direct ayacut of about 54.59 acres and an indirect ayacut of about 45 acres due to the improvement of ground water. Due to heavy floods on 11.09.2012. about mm rain fall, The supply channel got breached and also pickup anicut damaged severly. So it is proposed for permanent repairs to the supply channel and permanent restoration of pickup anicut. The estimate is prepared with the following provisions 1) Earth work in execation for foundations. 2) Providing and laying M10-40MSA for foundation concrete 3) Providing and laying M15-20MSA for super structure concrete 4) Providing and layinc M20_20MSA for wearing coat 5) Providing and Laying of M20-20MSA for skin wall concrete 3) Provision towards VAT@ 5% 4) Provision towards Cess@ 1% 5) Provision towards stationary, Xerox and Photography charges. The estimate is prepared based on the current schedule of rates for the year 2013-14.
  • 9. Assitatnat Executive Engineer Deputy Executive Engineer Execuive Engineer IB section, Kothacheruvu IB sudvision, Gorantla IB Division, P enukonda Report to accompany the Permanent Flood damage repairs to the Pickupa anicut to feed Pennaraju kaluva near Bandla palli (V) in kothacheuruvu (M) of Anantapuramu (Dist) Est .Rs. 24.20 Lac The supply channel namely Pennaraju kaluva is takes off from a pickup anicut constructed across Vangaperu river about 1.20Km South of Bandla palli village in Kothacheruvu mandal in Anantapuramu dist., The channel has an direct ayacut of about 35.98 acres and an indirect ayacut of about 60 acres due to the improvement of ground water. Due to heavy floods on 11.09.2012. about mm rain fall, The supply channel got breached and also pickup anicut damaged severly. So it is proposed for permanent repairs to the supply channel and permanent restoration of pickup anicut. The estimate is prepared with the following provisions 1) Earth work in execation for foundations. 2) Providing and laying M10-40MSA for foundation concrete 3) Providing and laying M15-20MSA for super structure concrete 4) Providing and layinc M20_20MSA for wearing coat 5) Providing and Laying of M20-20MSA for skin wall concrete 3) Provision towards VAT@ 5% 4) Provision towards Cess@ 1% 5) Provision towards stationary, Xerox and Photography charges. The estimate is prepared based on the current schedule of rates for the year 2013-14.
  • 10. Assistant Executive Engineer Deputy Executive Engineer Execuive Engineer IB section, Kothacheruvu IB sudvision, Gorantla IB Division, Penukonda Report to accompany the Permanent Flood damage repairs to the Pickupa anicut to feed K.Locherla MI tank kothacheuruvu (M) of Anantapuramu (Dist) Est .Rs. 24.20 Lac The supply channel namely Pennaraju kaluva is takes off from a pickup anicut constructed across V South of Bandla palli village in Kothacheruvu mandal in Anantapuramu dist., The channel has an direct ayacut indirect ayacut of about 60 acres due to the improvement of ground water. Due to heavy floods on 11.09.2012 supply channel got breached and also pickup anicut damaged severly. So it is proposed for permanent repairs to the supply channel and permanent restoration of pickup an The estimate is prepared with the following provisions 1) Earth work in execation for foundations. 2) Providing and laying M10-40MSA for foundation concrete 3) Providing and laying M15-20MSA for super structure concrete 4) Providing and layinc M20_20MSA for wearing coat 5) Providing and Laying of M20-20MSA for skin wall concrete 3) Provision towards VAT@ 5% 4) Provision towards Cess@ 1% 5) Provision towards stationary, Xerox and Photography charges. The estimate is prepared based on the current schedule of rates for the year 2013-14. Assistant Executive Engineer Deputy Executive Engineer Execuive Engineer
  • 11. IB section, Kothacheruvu IB sudvision, Gorantla IB Division, Penukonda