Page 59 - Vol...2
P. 59

ctV 2019µ20                                  iw¡thxr O;;@izxfr'khy iw¡thxr dk;Z dk fooj.k                                   BUDGET 2019-20
                   fooj.k X                                                                                                                             ST-X
                                                     Details of Capital Expenditure/ Capital Work-In-Progress

                    (#i;s gtkj esa )                                                                                                            ( ` in Thousand )
                           ys[kk pkVZ  ;kstuk   mi ;kstuk                                                                     2017-18  2018-19  2018-19  2019-20
                         Chart of A/C   Øekad  Øekad  vuqHkkx dksM                                                             okLrfod   ctV vuqeku  la'kksf/r vuqeku ctV vuqeku
                    dk;Z dksM     foLr`r    Sub  Field         Section/Head/Name of Scheme          vuqHkkx@'kh"kZ@;kstuk dk uke  Actuals  Budget   Revised   Budget
                         eq[; 'kh"kZ  y?kq 'kh"kZ   Scheme
                                  'kh"kZ   Scheme   Code                                                                             Estimates  Estimates  Estimates
                     FC  MA.H  MI.H  DH  No.  No.
                      1    2   3   4   5     6    7                                      8                                      9      10      11     12
                                                                                          VkWyLVk; ekxZ Økflax ls lh gsDlkxu rd dLrwjck xk¡/h
                                                      DESILTING AND IMPROVEMENT OF EXISTING
                    25   412  40     25    31   104   DRAINAGE SYSTEM AT K.G. MARG FROM TOLSTOY  ekxZ fLFkr orZZeku ty fudklh iz.kkyh dh xkn gVkuk rFkk   0  0  1500  3000
                                                      MARG XING TO C HEXAGON              lq/kjA
                                                      IMPROVEMENT OF DRAINAGE SYSTEM AT   fryd ekxZ ls eFkqjk jksM ekxZ rd Hkxoku nkl jksM fLFkr
                    25   412  40     25    32   104   BHAGWAN DASS ROAD FORM TILAK MARG TO                                         0       0     900    100
                                                      MATHURA ROAD MARG                   ty fudklh iz.kkyh dk lq/kjA
                                                                                          dkyst ysu esa 300 fe-eh- O;kl ds LFkku ij 450 fe0eh0
                                                      IMPROVEMENT TO DRAINAGE SYSTEM BY
                    25   412  40     25    33   104   PROVIDING AND LAYING OF 450MM DIA RCC PIPE  O;kl dh vkjlhlh ikbi miyC/ djkuk rFkk fcNkdj ty   0  0  1300  200
                                                      INSTEAD OF 300MM DIA AT COLLAGE LANE
                                                                                          fudklh iz.kkyh esa lq/kjA
                                                      IMPROVEMENT TO DRAINAGE SYSTEM AT
                    25   412  40     25    34   104                                       'ksj'kkg jksM ij ty fudklh iz.kkyh esa lq/kjA  0  0    500   2000
                                                      SHERSHAH ROAD.
                                                      PROVIDING & LAYING M.S. PIPE OF 900 MM DIA   eksrh yky usg: ekxZ rFkk rkt ekuflag gksVy ds lkFk
                                                      THROUGH TRENCHLESS TECHNOLOGY METHOD
                    25   412  40     25    35   105                                       fcuk [kqnkbZ dh rduhd ds ekè;e ls 900 fe-eh- O;kl   0  0  3000  3000
                                                      ALONG WITH TAJ MAN SINGH HOTEL AND MOTI
                                                      LAL NEHRU MARG.                     dh ,e-,e- ikbi dk izko/ku rFkk yxkukA
                    25   412  40                      SUB TOTAL : GENERAL                 mi&;ksx % lkekU;                      27132  53900   62600  21900
                    25   412                          TOTAL : CAPITAL WORK IN PROGRESS    ;ksx % iz/ku dk;Z izxfr ij            27305  53900   62600  21900
                                                      TOTAL CAPITAL EXPENDITURE:STORM WATER
                    25                                                                    ;ksx iwathxr O;; % cjlkrh ty ukys     27132  53900   62600  21900
                                                      DRAINS
                    31                                PUBLIC HEALTH                       tu LokLF;
                    31   412                          CAPITAL WORK IN PROGRESS            iz/ku dk;Z izxfr ij
                    31   412  40     19    1    313   BASIC SERVICES FOR URBAN POOR       'kgjh fu/Zuksa ds fy, vk/kjHkwr lsok;sa  0     500      0     500
                                                      SUPPLY AND INSTALLATION OF 2.2CUB   lq[ks @fxys dwM+k laxzg.k gsrq LekVZ fcu iz.kkyh ds mi;ksx
                                                      UNDERGROUND WASTE COLLECTION SYSTEM
                                                      SUITABLE TO LIFT THROUGH REFUSE     gsrq cxSj Øsu ds dkWEisSDVj okgu ds }kjk mBkus ds fy,
                    31   412  40     20    1    119   COMPACTOR VEHICLE WIHOUT CRANE BY USING                                      0       0   22000   4000
                                                      SMART BIN SYSTEM FOR COLLECTION OF   mi;qDr 2&2 lh;wch Hkwfexr dwM+k laxzg iz.kkyh dh vkiwfrZ
                                                      MUNICIPAL DRY/WET WASTE AT DESIGNATED   rFkk laLFkkiuA
                                                      LOCATIONS
                                                      SUPPLY AND STACKING OF LLDPE (PLASTIC)   149 fyVj {kerk dh ,y,yMhihbZ (IykfLVd) Oghy cSjksa
                    31   412  40     20    2    119   WHEEL BARROW RECTANGULAR SHAPE OF                                            0       0    6000      0
                                                      CAPACITY 150 LITRES                 jsDVsxqyj 'ksi dh vkiwfrZ rFkk LVSafdaxA

                   i`"B 600                                                                                                                           Page 600













                   ctV 2019µ20                                  iw¡thxr O;;@izxfr'khy iw¡thxr dk;Z dk fooj.k                                   BUDGET 2019-20
                   fooj.k X                                                                                                                             ST-X
                                                     Details of Capital Expenditure/ Capital Work-In-Progress

                    (#i;s gtkj esa )                                                                                                            ( ` in Thousand )
                           ys[kk pkVZ  ;kstuk   mi ;kstuk                                                                     2017-18  2018-19  2018-19  2019-20
                         Chart of A/C   Øekad  Øekad  vuqHkkx dksM                                                             okLrfod   ctV vuqeku  la'kksf/r vuqeku ctV vuqeku
                    dk;Z dksM     foLr`r    Sub  Field         Section/Head/Name of Scheme          vuqHkkx@'kh"kZ@;kstuk dk uke  Actuals  Budget   Revised   Budget
                         eq[; 'kh"kZ  y?kq 'kh"kZ   Scheme
                                  'kh"kZ   Scheme   Code                                                                             Estimates  Estimates  Estimates
                     FC  MA.H  MI.H  DH  No.  No.
                      1    2   3   4   5     6    7                                      8                                      9      10      11     12
                                                                                          VkWyLVk; ekxZ Økflax ls lh gsDlkxu rd dLrwjck xk¡/h
                                                      DESILTING AND IMPROVEMENT OF EXISTING
                    25   412  40     25    31   104   DRAINAGE SYSTEM AT K.G. MARG FROM TOLSTOY  ekxZ fLFkr orZZeku ty fudklh iz.kkyh dh xkn gVkuk rFkk   0  0  1500  3000
                                                      MARG XING TO C HEXAGON
                                                                                          lq/kjA
                                                      IMPROVEMENT OF DRAINAGE SYSTEM AT   fryd ekxZ ls eFkqjk jksM ekxZ rd Hkxoku nkl jksM fLFkr
                    25   412  40     25    32   104   BHAGWAN DASS ROAD FORM TILAK MARG TO                                         0       0     900    100
                                                      MATHURA ROAD MARG                   ty fudklh iz.kkyh dk lq/kjA
                                                                                          dkyst ysu esa 300 fe-eh- O;kl ds LFkku ij 450 fe0eh0
                                                      IMPROVEMENT TO DRAINAGE SYSTEM BY
                    25   412  40     25    33   104   PROVIDING AND LAYING OF 450MM DIA RCC PIPE  O;kl dh vkjlhlh ikbi miyC/ djkuk rFkk fcNkdj ty   0  0  1300  200
                                                      INSTEAD OF 300MM DIA AT COLLAGE LANE  fudklh iz.kkyh esa lq/kjA
                                                      IMPROVEMENT TO DRAINAGE SYSTEM AT
                    25   412  40     25    34   104                                       'ksj'kkg jksM ij ty fudklh iz.kkyh esa lq/kjA  0  0    500   2000
                                                      SHERSHAH ROAD.
                                                      PROVIDING & LAYING M.S. PIPE OF 900 MM DIA   eksrh yky usg: ekxZ rFkk rkt ekuflag gksVy ds lkFk
                                                      THROUGH TRENCHLESS TECHNOLOGY METHOD
                    25   412  40     25    35   105                                       fcuk [kqnkbZ dh rduhd ds ekè;e ls 900 fe-eh- O;kl   0  0  3000  3000
                                                      ALONG WITH TAJ MAN SINGH HOTEL AND MOTI
                                                      LAL NEHRU MARG.                     dh ,e-,e- ikbi dk izko/ku rFkk yxkukA
                    25   412  40                      SUB TOTAL : GENERAL                 mi&;ksx % lkekU;                      27132  53900   62600  21900
                    25   412                          TOTAL : CAPITAL WORK IN PROGRESS    ;ksx % iz/ku dk;Z izxfr ij            27305  53900   62600  21900
                                                      TOTAL CAPITAL EXPENDITURE:STORM WATER
                    25                                                                    ;ksx iwathxr O;; % cjlkrh ty ukys     27132  53900   62600  21900
                                                      DRAINS
                    31                                PUBLIC HEALTH                       tu LokLF;
                    31   412                          CAPITAL WORK IN PROGRESS            iz/ku dk;Z izxfr ij
                    31   412  40     19    1    313   BASIC SERVICES FOR URBAN POOR       'kgjh fu/Zuksa ds fy, vk/kjHkwr lsok;sa  0     500      0     500
                                                      SUPPLY AND INSTALLATION OF 2.2CUB   lq[ks @fxys dwM+k laxzg.k gsrq LekVZ fcu iz.kkyh ds mi;ksx
                                                      UNDERGROUND WASTE COLLECTION SYSTEM
                                                      SUITABLE TO LIFT THROUGH REFUSE     gsrq cxSj Øsu ds dkWEisSDVj okgu ds }kjk mBkus ds fy,
                    31   412  40     20    1    119   COMPACTOR VEHICLE WIHOUT CRANE BY USING                                      0       0   22000   4000
                                                      SMART BIN SYSTEM FOR COLLECTION OF   mi;qDr 2&2 lh;wch Hkwfexr dwM+k laxzg iz.kkyh dh vkiwfrZ
                                                      MUNICIPAL DRY/WET WASTE AT DESIGNATED   rFkk laLFkkiuA
                                                      LOCATIONS
                                                      SUPPLY AND STACKING OF LLDPE (PLASTIC)   149 fyVj {kerk dh ,y,yMhihbZ (IykfLVd) Oghy cSjksa
                    31   412  40     20    2    119   WHEEL BARROW RECTANGULAR SHAPE OF                                            0       0    6000      0
                                                      CAPACITY 150 LITRES                 jsDVsxqyj 'ksi dh vkiwfrZ rFkk LVSafdaxA


                   i`"B 600                                                                                                                           Page 600
   54   55   56   57   58   59   60   61   62   63   64