BUILDING WORKS-I



SSR 2019-20 BUILDING WORKS
Sr. No. Chapter SSR Item No. Reference No. Description of the item Additional Specification Unit Completed Rate
excluding GST In Rs.
Labour Rate
excluding GST In Rs.
713 Excavation 21.02 BDA 1 Excavation for foundation in earth, soil  of all  types, sand, gravel  and soft  murum,  including  removing  the  excavated  material   up  to   a distance of 50 m. beyond the building area and stacking and spreading as  directed,  dewatering,  preparing  the  bed  for  the  foundation  and necessary   back   filling,   ramming,   watering   including   shoring   and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means Bd.A.1 Page No.
259
Cubic Metre 157.00 92.00
714 Excavation 21.04 BDA 1 Excavation for foundation in earth, soils  of all  types, sand,gravel  and soft   murum,   including   removing   the   excavated   material   upto   a distance  of  50  metres  beyond  the  building  area  and  stacking  and spreading   as   directed,   dewatering,   preparing   the   bed   for   the foundation  and  necessary  back  filling,  ramming,  watering  including shoring  and  strutting  etc.  complete.  (Lift  from  1.5m  to  3.0m)  By Mechanical Means Bd.A.1 Page No.
259
Cubic Metre 196.00 116.00
715 Excavation 21.06 BDA 2 Excavation  for  foundation  in  hard  murum  including  removing  the excavated  material  upto  distance  of  50  metres  beyond  the  building area  and  stacking  and  spreading  as  directed,  dewatering,  preparing the  bed  for  the  foundation  and  necessary  back  filling,  ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50
m) By Mechanical Means
Bd.A.2 Page No.
259
Cubic Metre 172.00 102.00
716 Excavation 21.08 BDA 2 Excavation  for  foundation  in  Hard  murum  including  removing  the excavated material upto a distance of 50 metres beyond the building area  and  stacking  and  spreading  as  directed,  dewatering,  preparing the  bed  for  the  foundation  and  necessary  back  filling,  ramming, watering including shoring and strutting etc. complete. (Lift from  1.5 to 3.0m.) By Mechanical Means Bd.A.2 Page No.
259
Cubic Metre 215.00 127.00
717 Excavation 21.10 BDA 3 Excavation  for  foundation  in  hard  murum  and  boulders  including removing the excavated material up to a distance 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing  the  bed  for  the  foundation  and  necessary  back  filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5m.) By Mechanical Means Bd.A.3 Page No.
259
Cubic Metre 191.00 112.00
718 Excavation 21.12 BDA 3 Excavation  for  foundation  in  Hard  murum  and  boulders  including removing  the  excavated   material   upto   a  distance   of  50   metres, beyond  the  building  area  and  stacking  and  spreading  as  directed, dewatering, preparing the bed for the foundation and necessary back filling,   ramming,   watering   including   shoring   and   strutting   etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means Bd.A.3 Page No.
259
Cubic Metre 236.00 139.00
719 Excavation 21.14 BDA 4 Excavation   for   foundation   in   Soft   rock   and   old   cement   or   lime masonry foundations including removing the excavated material upto a  distance  of  50  metres  beyond  the  building  area  and  stacking  as directed, including  dewatering, preparing  the bed  for the  foundation and  necessary  back  filling  with  available  earth  /murum,  ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) By Mechanical Means Bd.A.4 Page No.
259
Cubic Metre 329.00 230.00
720 Excavation 21.16 BDA 4 Excavation   for   foundation   in   Soft   rock   and   old   cement   or   lime masonry foundations including removing the excavated material upto a  distance  of  50  metres  beyond  the  building  area  and  stacking  as directed, including  dewatering, preparing  the bed  for the  foundation and   necessary   back   filling   with   available   earth/murum,   ramming
,watering  including  shoring  and  strutting  etc.  complete.  (Lift  from 1.5m To 3.0 m.) By Mechanical Means
Bd.A.4 Page No.
259
Cubic Metre 402.00 284.00
721 Excavation 21.17 BDA 5 Excavation for foundation in Hard rock by blasting including trimming and leveling the bed by chiseling  where necessary  and removing  the excavated  material  and  stacking  it  in  measurable  heaps  within  a distance of 50 metres from the building area including dewatering and back   filling   with   available   earth/murum,   watering,   ramming,   etc. complete. (Lift upto 1.5m) By Mechanical Means Bd.A.5 Page No.
259
Cubic Metre 670.00 358.00
722 Excavation 21.18 BDA 5 Excavation for foundation in Hard-rock by blasting including trimming and leveling the bed by chiselling where necessary and removing the excavated  material  and  stacking  it  in  measurable  heaps  within  a distance of 50 metres from the building area including dewatering and back   filling   with   available   earth/murum   watering,   ramming   etc. complete. (Lift from 1.5m To 3.0 m) By Mechanical Means Bd.A.5 Page No.
259
Cubic Metre 795.00 443.00
723 Excavation 21.19 BDA 5 B1 Excavation for foundation in Hard-rock by controlled blasting including trimming  and  leveling  the  bed  by  chiselling  where  necessary  and removing the excavated material and stacking it in measurable heaps within  a  distance  of  50  metres.  from  the  building  area  including dewatering and back filling with available earth soil /murum watering, ramming etc. complete. (Lift upto 1.5m) By Mechanical Means Bd.A.5 Page No.
259
Cubic Metre 932.00 369.00
724 Excavation 21.20 BDA 6 Excavation  for  foundation  in  Hard  rock  by  chiselling,  wedging,  line drilling,  etc.  including  trimming  and  levelling  the  bed,  removing  the excavated material upto a distance of 50 metres beyond the building area  stacking  as  directed,  dewatering  and  back  filling  with  available earth/ murum watering, ramming etc. complete. (Lift upto 1.5 m). By Mechanical Means Bd.A.6 Page No.
260
Cubic Metre 1027.00 715.00
725 Excavation 21.21 BDA 7 Excavation  for  foundation  in  laterite  rock  (soft  or  hard)  including trimming  and  levelling  the  bed  for  the  foundation,  removing  the excavated material up to a distance of 50 metres beyond the building area,  stacking  as  directed,  dewatering  and  back  filling  with  available murum,   watering,   ramming   etc.   complete.   (Lift   upto   1.5   m.)   By Mechanical Means Bd.A.7, Page No.
260
Cubic Metre 1159.00 715.00
726 Excavation 21.22 BDW Providing  preconstructional  antitermite  treatment  as  per  I.S.  6313 (Part-II) by treating the bottom surface and sides of excavation at the rate   of   5   litres    of   emulsion   concentrate   of   1.0   percent   of chlorophyrifos  per  square  meter  of  surface  area  covering  10  years
guarantee on bond paper.
As directed by Engineer in charge. Square Metre 82.00 5.00
727 Excavation 21.23 BDW Providing  preconstructional  antitermite  treatment  as  per  I.S.  6313 (Part-II)  treatment  by  treating  the  backfill  in  immediate  contact  with foundation  at  the  rate  of  5  litres  of  emulsion  concentrate  of  1.0 percent  of  clorophyrifos  per  square  metre  of  vertical  surface  area covering 10 years guarantee on bond paper. As directed by Engineer in charge. Square Metre 86.00 5.00
728 Excavation 21.24 BDW Providing  preconstructional  antitermite  treatment  as  per  I.S.  6313 (Part-II)  by  treating  the  top  surface  of  plinth  filling  at  the  rate  of  5 litres  of  emulsion  concentrate  at  1.0  percent  of   clorophyrifos   per square  metre  of  surface  area  covering  ten  years  guarantee  on  bond
paper.
As directed by Engineer in charge. Square Metre 83.00 6.00
729 Excavation 21.25 BDW Providing  preconstructional  antitermite  treatment  as  per  I.S.  6313 (Part-I)  to  the  soil  along  the  external  face  of  building  by  punching holes of 1.2 of 1.5 C.M. diametre about 30 -60 cm deep at 15 cm c/c as close to the wall as possible and to inject 0.5 percent of  aldrin or clorophyrifos  at  the  rate  of  7.5  litres  per  hole  and  sealing  the  same with proper filling and covering 10 years guarantee on bond paper. As directed by Engineer in charge. Square Metre 136.00 20.00
730 Excavation 21.26 BDW Providing    antitermite    treatment    to    the    wooden    frames    of doors/windows  of  the  existing  building  as  per  I.S.  6313  (Part-III)  by drilling 6mm dia. holes at four corners on one side and four corners on other side at a downward angle of about 45 degree at the junction of wood  work  and  masonary  and  injecting  150  ml.  of  chlorodane  5%
W.C.  and  sealing  by  filling  putty  etc.  complete  covering  2  years guarantee on bond paper.
As directed by Engineer in charge. Number 58.00 8.00
731 Excavation 21.27 BDW Providing  antitermite  treatment to  the joints  of wooden  beams/joist used for the roof work of the existing building as per I.S. 6313 (Part-III) by drilling 6mm dia. holes at a downward angle of about 45 degree at the  junction  of  wood  work  and  masonary  and  injecting  80  ml.  of chlorodane 5% W.C. and sealing by filling putty etc. complete covering 2 years guarantee on bond paper. As directed by Engineer in charge. Number 46.00 14.00
732 Excavation 21.28 BDW Providing antitermite treatment to the sides of flooring of the existing building as per I.S. 6313 (Part-III) by punching holes 6mm dia. drilled at a  distance  of  30cm.  centre  to  centre  and  injecting  one  percent  of chlorodane  emulsion  concentrate  at  the  rate  of  50  ml  per  hole  and sealing  by  filling  putty  etc.  complete  covering  2  years  guarantee  on bond paper. As directed by Engineer in charge. Number 21.00 8.00
733 Excavation 21.29 BDW Providing antitermite treatment around the periphery  of the existing building  as  per  I.S.  6313  (Part-III)  by  excavating  trenches  of  20cm width  and  exposing  the  sides  of  columns  and  plinth  beams  upto  a depth  of  300mm  and  injecting  one  percent  of  chlorodane  emulsion concentrate at the rate of 2.25 litres per Rmt and refilling the trenches etc. complete covering 2 years guarantee on bond paper. As directed by Engineer in charge. Running Metre 53.00 29.00
734 Excavation 21.30 BDW Providing general  pest control  services  to  the building to  control  the nuisance of cockroaches, lizards, pin bores and other insects etc. with 4 operations in a year and monthly check up. As directed by Engineer in charge. Square Metre 20.00 7.00
735 Excavation 21.31 BDW Providing  general  pest  control  services  to  small  size  of  inspection
chamber to control the nuisance of cockroaches during the year with monthly check up.
As directed by
Engineer in charge.
Number 147.00 92.00
736 Excavation 21.32 BDW Providing   general   pest   control   services   to   big   size  of   inspection
chamber to control the nuisance of cockroaches during the year with monthly check up.
As directed by
Engineer in charge.
Number 296.00 122.00
737 Excavation 21.33 BDW Labour  charges  for  removing  grass,  thorney  shrubs,  Jungli  shrub,
Kubabul  and  alike  grass  along  roadside  making  the  ground  clean  by showel and phavaras etc. complete.
As directed by
Engineer in charge.
Square Metre 6.00 6.00
738 Excavation 21.34 BDW Removing grass, gazer grass and disposing off out of building premises
including   making   clean   the   ground   by   shovel   and   phavaras   etc. complete.
As directed by
Engineer in charge.
Square Metre 4.80 4.80
739 Excavation 21.36 BDA 10 Filling in plinth and floors with  approved  excavated material in 15cm. to 20cm. layers including watering and compacting etc. complete. Bd.A.10 Page No.
262
Cubic Metre 96.00 96.00
740 Excavation 21.37 BDA 11 Filling  in  plinth  and  floors  with  contractors   material/brought  from outside and approved by Engineer incharge  in layers of 15 cm  to 20 cm   including watering and compaction etc. complete. Bd.A.11 Page No.
263
Cubic Metre 440.00 96.00
741 Excavation 21.38 BDA 12 Providing dry/ trap/ granite/ quartzite/ gneiss  rubble stone soling 15
cm   to   20  cm   thick  including   hand  packing   and  compacting   etc. complete.
Bd.A. 12 Page No.
264
Cubic Metre 1050.00 345.00
742 Excavation 21.39 BDA 13 Providing and filling in the foundation with sand of approved quality
including  watering,  compacting  etc.  complete.  (To  be  executed  with prior approval of Superintending Engineer)
Bd.A.13 Page No.
264
Cubic Metre 2021.00 96.00
743 Excavation 21.40 BDA Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. As directed by
Engineer in charge.
Cubic Metre 1055.00 348.00
744 Pile Foundation: Building 22.01 Bd-B Providing and laying  cast in situ / Ready Mix Cement Concrete M-20 RCCsingle rim bored pile of 225 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock, excluding provision of   reinforcement   including   placing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc)   by   tremie   arrangement,    compaction   of   concrete   including chipping and dressing including chipping and dressing if required etc. complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 679.00 143.00
745 Pile Foundation: Building 22.02 Bd-B Providing and laying  cast in situ / Ready Mix Cement Concrete of M2O grade RCC single rim bored pile of 300 mm dia. each of load capacity as  per design and of specified diameter of pile and  bulb as  directed, sunk  to  the  required  depth  through  all  strata  except  rock,  excluding provision  of  reinforcement  including  placing  with  fully  automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc)   by    tremie   arrangement    compaction   of   concrete   including chipping and dressing etc. complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 865.00 217.00
746 Pile Foundation: Building 22.03 Bd-B Providing and laying  cast in situ / Ready Mix Cement Concrete M-20 for  single rim bored pile of 380 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock, excluding provision of   reinforcement   including   placing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc)   by    tremie   arrangement    compaction   of   concrete   including chipping and dressing etc. complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 1118.00 313.00
747 Pile Foundation: Building 22.04 Bd-B Providing and laying  cast in situ / Ready Mix Cement Concrete M-20 for single rim bored pile of 450 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock, excluding provision of   reinforcement   including   placing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc)   by    tremie   arrangement    compaction   of   concrete   including chipping and dressing etc. complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 1407.00 436.00
748 Pile Foundation: Building 22.05 Bd-B Providing and laying M-20 RCC cast in situ single rim bored pile of 535 mm dia. each of load capacity as per design and of specified diameter of  pile  and  bulb  as  directed,  sunk  to  the  required  depth  through  all strata  except  rock,  excluding   provision  of  reinforcement  including placing  with  fully  automatic  micro  processor  based  PLC  with  SCADA enabled  reversible  Drum  Type  mixer/  concrete  Batch  mix  plant  (Pan mixer)  etc.  complete.  With  fine  aggregate  (Natural  Sand  /  Crushed sand   VSI   Grade   finely   washed   etc)   by    tremie   arrangement compaction of concrete including chipping and dressing etc. complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 1779.00 565.00
749 Pile Foundation: Building 22.06 Bd-B Providing and laying  cast in situ / Ready Mix Cement Concrete M-20 for single rim bored pile of 600 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock, excluding provision of   reinforcement   including   placing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc)   by    tremie   arrangement    compaction   of   concrete   including chipping and dressing etc. complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 2120.00 694.00
750 Pile Foundation: Building 22.07 Bd-B Providing and laying  cast in situ / Ready Mix Cement Concrete M-25 for single rim bored pile of 225 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock, excluding provision of   reinforcement   including   placing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc)   by    tremie   arrangement    compaction   of   concrete   including chipping and dressing etc. complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 684.00 143.00
751 Pile Foundation: Building 22.08 Bd-B Providing and laying  cast in situ / Ready Mix Cement Concrete M-25 for  single rim bored pile of 300 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata  except rock,excluding provision of   reinforcement   including   placing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc)   by    tremie   arrangement    compaction   of   concrete   including chipping and dressing etc. complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 884.00 217.00
752 Pile Foundation: Building 22.09 Bd-B Providing and laying  cast in situ / Ready Mix Cement Concrete M-25 for  single rim bored pile of 380 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata  except rock,excluding provision of   reinforcement   including   placing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by   tremie  arrangement   compaction  of  concrete  including  chipping and dressing etc. complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 1135.00 313.00
753 Pile Foundation: Building 22.10 Bd-B Providing and laying  cast in situ / Ready Mix Cement Concrete M-25 for single rim bored pile of 450 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata  except rock,excluding provision of   reinforcement   including   placing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by   tremie  arrangement   compaction  of  concrete  including  chipping and dressing etc. complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 1494.00 436.00
754 Pile Foundation: Building 22.11 Bd-B Providing and laying  cast in situ / Ready Mix Cement Concrete M-20 for double rim bored pile of 225 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata  except rock,excluding provision of   reinforcement   including   placing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc)   by    tremie   arrangement    compaction   of   concrete   including chipping and dressing etc. complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 784.00 143.00
755 Pile Foundation: Building 22.12 Bd-B Providing and laying  cast in situ / Ready Mix Cement Concrete M-20 for  double rim bored pile of 300 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata  except rock,excluding provision of   reinforcement   including   placing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc)   by    tremie   arrangement    compaction   of   concrete   including chipping and dressing etc. complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 1113.00 217.00
756 Pile Foundation: Building 22.13 Bd-B Providing and laying  cast in situ / Ready Mix Cement Concrete M-20 for  double rim bored pile of 380 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata  except rock,excluding provision of   reinforcement   including   placing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc)   by    tremie   arrangement    compaction   of   concrete   including chipping and dressing etc. complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 1619.00 313.00
757 Pile Foundation: Building 22.14 Bd-B Providing and laying  cast in situ / Ready Mix Cement Concrete M-20 for double rim bored pile of 450 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata  except rock,excluding provision of   reinforcement   including   placing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by   tremie  arrangement   compaction  of  concrete  including  chipping and dressing etc. complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 2238.00 436.00
758 Pile Foundation: Building 22.15 Bd-B Providing and laying  cast in situ / Ready Mix Cement Concrete M-25 for  double rim bored pile of 225 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata  except rock,excluding provision of   reinforcement   including   placing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc) by concrete prepared in reversible drum type concrete mixer by tremie  arrangement,   compaction  of concrete  including chipping  and dressing etc. complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 814.00 143.00
759 Pile Foundation: Building 22.16 Bd-B Providing and laying  cast in situ / Ready Mix Cement Concrete M-25 for  double rim bored pile of 300 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock, excluding provision of   reinforcement   including   placing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc) by concrete prepared in reversible drum type concrete mixer by tremie  arrangement,   compaction  of concrete  including chipping  and dressing etc. complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 1177.00 217.00
760 Pile Foundation: Building 22.17 Bd-B Providing and laying  cast in situ / Ready Mix Cement Concrete M-25 for double rim bored pile of 380 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock, excluding provision of   reinforcement   including   placing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc) by concrete prepared in reversible drum type concrete mixer by tremie  arrangement,   compaction  of concrete  including chipping  and dressing etc. complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 1735.00 313.00
761 Pile Foundation: Building 22.18 Bd-B Providing and laying  cast in situ / Ready Mix Cement Concrete M-25 for double rim bored pile of 450 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock, excluding provision of   reinforcement   including   placing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc) by concrete prepared in reversible drum type concrete mixer by tremie  arrangement,   compaction  of concrete  including chipping  and dressing  etc.  complete.  concrete  prepared  in  reversible  drum  type concrete   mixer   by   tremie   arrangement,    compaction   of   concrete including   chipping   and   dressing   etc.   complete.    (Excluding   steel reinforcement) As directed by Engineer in charge Running Metre 2417.00 436.00
762 Pile Foundation: Building 22.19 Bd-B Providing and laying  cast in situ / Ready Mix Cement Concrete M-25 for double rim bored pile of 535 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata  except rock,excluding provision of   reinforcement   including   placing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc) by concrete prepared in reversible drum type concrete mixer by tremie  arrangement,   compaction  of concrete  including chipping  and dressing etc. complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 3449.00 565.00
763 Pile Foundation: Building 22.20 Bd-B Providing and laying  cast in situ / Ready Mix Cement Concrete M-25 for in situ double rim bored pile of 600 mm dia. each of load capacity as  per design and of specified diameter of pile and  bulb as  directed, sunk  to  the  required  depth  through  all  strata  except  rock,  excluding provision  of  reinforcement  including  placing  with  fully  automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc) by concrete prepared in reversible drum type concrete mixer by tremie  arrangement,   compaction  of concrete  including chipping  and dressing  etc.  complete.concrete  prepared  in  reversible  drum  type concrete   mixer   by   tremie   arrangement,    compaction   of   concrete including   chipping   and   dressing   etc.   complete.    (Excluding   steel reinforcement) As directed by Engineer in charge Running Metre 4456.00 694.00
764 Pile Foundation: Building 22.21 Bd/B-4 P-270 Providing and laying  cast in situ / Ready Mix Cement Concrete M-30 for bored piles each of load capacity and as per design and of 325 mm diameter  or  as  directed  placed  through  steel  shells   sunk  to   the required  depth  through  all  strata  except  rock  excluding  provision  of reinforcement  as  per  detailed  drawings  and  design  approved  by  the Engineer-in-   charge   including   placing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc)  by   concrete  prepared  by  tremie  arrangement,   compaction  of concrete  including  chipping  and  dressing  etc.  complete.  concrete  by tremie arrangements,  compaction of concrete including chipping and dressing   and   withdrawal   of   shell   etc.   complete.   (Excluding   steel reinforcement) As directed by Engineer in charge Running Metre 2145.00 1082.00
765 Pile Foundation: Building 22.22 Bd/B-4 P-270 Providing and laying  cast in situ / Ready Mix Cement Concrete M-30 for  bored piles each of load capacity and as per design and of 350mm diameter  or  as  directed  placed  through  steel  shells   sunk  to   the required  depth  through  all  strata  except  rock  excluding  provision  of reinforcement  as  per  detailed  drawings  and  design  approved  by  the Engineer-in-   charge   includingplacing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc)   by   tremiearrangements,    compaction   of   concrete   including chipping   and   dressing   and   withdrawal   of   shell   etc.   complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 2225.00 1104.00
766 Pile Foundation: Building 22.23 Bd/B-4 P-270 Providing and laying  cast in situ / Ready Mix Cement Concrete M-30 for  bored piles each of load capacity and as per design and of 400 mm diameter.or   as   directed   placed   through   steel   shells   sunk   to   the required  depth  through  all  strata  except  rock  excluding  provision  of reinforcement  as  per  detailed  drawings  and  design  approved  by  the Engineer-in-   charge   including   placing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc)   by    tremie   arrangements,    compaction   of  concrete   including chipping   and   dressing   and   withdrawal   of   shell   etc.   complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 2393.00 1149.00
767 Pile Foundation: Building 22.24 Bd/B-4 P-270 Providing and laying  cast in situ / Ready Mix Cement Concrete M-30 for  bored piles each of load capacity and as per design and of 425mm diameter  or  as  directed  placed  through  steel  shells   sunk  to   the required  depth  through  all  strata  except  rock  excluding  provision  of reinforcement  as  per  detailed  drawings  and  design  approved  by  the Engineer-in-   charge   including   placing   with   fully   automatic   micro processor  based  PLC   with  SCADA  enabled  reversible   Drum   Type mixer/  concrete  Batch  mix  plant  (Pan  mixer)  etc.  complete.  With fine   aggregate   (Natural   Sand   /   Crushed   sand   VSI   Grade   finely washed   etc)   by    tremie   arrangements,    compaction   of   concrete including chipping and dressing and withdrawal of shell etc. complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 2485.00 1173.00
768 Pile Foundation: Building 22.25 Bd/B-4 P-270 Providing and laying  cast in situ / Ready Mix Cement Concrete M-30 for  bored piles each of load capacity and as per design and of 475mm diameter  or  as  directed  placed  through  steel  shells   sunk  to   the required  depth  through  all  strata  except  rock  excluding  provision  of reinforcement  as  per  detailed  drawings  and  design  approved  by  the Engineer-in-   charge   including   placing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc)   by   tremie   arrangements,    compaction   of   concrete   including chipping   and   dressing   and   withdrawal   of   shell   etc.   complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 2722.00 1229.00
769 Pile Foundation: Building 22.26 Bd/B-4 P-270 Providing and laying  cast in situ / Ready Mix Cement Concrete M-30 for  bored piles each of load capacity and as per design and of 500mm diameter  or  as  directed  placed  through  steel  shells   sunk  to   the required  depth  through  all  strata  except  rock  excluding  provision  of reinforcement  as  per  detailed  drawings  and  design  approved  by  the Engineer-in-   charge   including   placing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc)   by    tremie   arrangements,    compaction   of  concrete   including chipping   and   dressing   and   withdrawal   of   shell   etc.   complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 3115.00 1418.00
770 Pile Foundation: Building 22.27 Bd/B-4 P-270 Providing and laying  cast in situ / Ready Mix Cement Concrete M-30 for  bored piles each of load capacity and as per design and of 525 mm diameter  or  as  directed  placed  through  steel  shells   sunk  to   the required  depth  through  all  strata  except  rock  excluding  provision  of reinforcement  as  per  detailed  drawings  and  design  approved  by  the Engineer-in-   charge   including   placing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by   tremie arrangements,   compaction of concrete including chipping and  dressing  and  withdrawal  of  shell  etc.  complete.  (Excluding  steel reinforcement) As directed by Engineer in charge Running Metre 3328.00 1449.00
771 Pile Foundation: Building 22.28 Bd/B-4 P-270 Providing and laying  cast in situ / Ready Mix Cement Concrete M-30 for  bored piles each of load capacity and as per design and of 550 mm diameter  or  as  directed  placed  through  steel  shells   sunk  to   the required  depth  through  all  strata  except  rock  excluding  provision  of reinforcement  as  per  detailed  drawings  and  design  approved  by  the Engineer-in-   charge   including   placing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc)   by    tremie   arrangements,    compaction   of  concrete   including chipping   and   dressing   and   withdrawal   of   shell   etc.   complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 3449.00 1481.00
772 Pile Foundation: Building 22.29 Bd/B-4 P-270 Providing and laying  cast in situ / Ready Mix Cement Concrete M-30 for  bored piles each of load capacity and as per design and of 600 mm diameter  or  as  directed  placed  through  steel  shells   sunk  to   the required  depth  through  all  strata  except  rock  excluding  provision  of reinforcement  as  per  detailed  drawings  and  design  approved  by  the Engineer-in-   charge   including   placing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc)   by    tremie   arrangements,    compaction   of  concrete   including chipping   and   dressing   and   withdrawal   of   shell   etc.   complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 3709.00 1551.00
773 Pile Foundation: Building 22.30 Bd/B-4 P-270 Providing and laying  cast in situ / Ready Mix Cement Concrete M-30 for  bored piles each of load capacity and as per design and of 625 mm diameter  or  as  directed  placed  through  steel  shells   sunk  to   the required  depth  through  all  strata  except  rock  excluding  provision  of reinforcement  as  per  detailed  drawings  and  design  approved  by  the Engineer-in-   charge   includingplacing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc)   by   tremie   arrangements,    compaction   of   concrete   including chipping   and   dressing   and   withdrawal   of   shell   etc.   complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 4041.00 1588.00
774 Pile Foundation: Building 22.31 Bd/B-4 P-270 Providing and laying  cast in situ / Ready Mix Cement Concrete M-30 for  bored piles each of load capacity and as per design and of 650 mm diameter  or  as  directed  placed  through  steel  shells   sunk  to   the required  depth  through  all  strata  except  rock  excluding  provision  of reinforcement  as  per  detailed  drawings  and  design  approved  by  the Engineer-in-   charge   includingplacing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc)   by   tremie   arrangements,    compaction   of   concrete   including chipping   and   dressing   and   withdrawal   of   shell   etc.   complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 4185.00 1627.00
775 Pile Foundation: Building 22.32 Bd/B-4 P-270 Providing and laying  cast in situ / Ready Mix Cement Concrete M-30 for  bored piles each of load capacity and as per design and of 750 mm diameter  or  as  directed  placed  through  steel  shells   sunk  to   the required  depth  through  all  strata  except  rock  excluding  provision  of reinforcement  as  per  detailed  drawings  and  design  approved  by  the Engineer-in-   charge   includingplacing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc)   by   tremie   arrangements,    compaction   of   concrete   including chipping   and   dressing   and   withdrawal   of   shell   etc.   complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 4918.00 1798.00
776 Pile Foundation: Building 22.33 Bd/B-4 P-270 Providing and laying  cast in situ / Ready Mix Cement Concrete M-30 for  bored piles each of load capacity and as per design and of 800 mm diameter.  or  as  directed  placed  through  steel  shells  sunk  to  the required  depth  through  all  strata  except  rock  excluding  provision  of reinforcement  as  per  detailed  drawings  and  design  approved  by  the Engineer-in-   charge   includingplacing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc)   by   tremie   arrangements,    compaction   of   concrete   including chipping   and   dressing   and   withdrawal   of   shell   etc.   complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 5269.00 1892.00
777 Pile Foundation: Building 22.34 Bd/B-4 P-270 Providing and laying  cast in situ / Ready Mix Cement Concrete M-30 for  bored piles each of load capacity and as per design and of 825 mm diameter  or  as  directed  placed  through  steel  shells   sunk  to   the required  depth  through  all  strata  except  rock  excluding  provision  of reinforcement  as  per  detailed  drawings  and  design  approved  by  the Engineer-in-   charge   includingplacing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc)   by   tremie   arrangements,    compaction   of   concrete   including chipping   and   dressing   and   withdrawal   of   shell   etc.   complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 5929.00 2165.00
778 Pile Foundation: Building 22.35 Bd/B-4 P-270 Providing and laying  cast in situ / Ready Mix Cement Concrete M-30 for  bored piles each of load capacity and as per design and of 900 mm diameter  or  as  directed  placed  through  steel  shells   sunk  to   the required  depth  through  all  strata  except  rock  excluding  provision  of reinforcement  as  per  detailed  drawings  and  design  approved  by  the Engineer-in-   charge   includingplacing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc)   by   tremie   arrangements,    compaction   of   concrete   including chipping   and   dressing   and   withdrawal   of   shell   etc.   complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 6517.00 2323.00
779 Pile Foundation: Building 22.36 Bd/B-4 P-270 Providing and laying  cast in situ / Ready Mix Cement Concrete M-30 for  bored piles each of load capacity and as per design and of 975 mm diameter  or  as  directed  placed  through  steel  shells   sunk  to   the required  depth  through  all  strata  except  rock  excluding  provision  of reinforcement  as  per  detailed  drawings  and  design  approved  by  the Engineer-in-   charge   includingplacing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc)   by   tremie   arrangements,    compaction   of   concrete   including chipping   and   dressing   and   withdrawal   of   shell   etc.   complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 7150.00 2493.00
780 Pile Foundation: Building 22.37 Bd/B-4 P-270 Providing and laying  cast in situ / Ready Mix Cement Concrete M-30 for   bored piles  each of load capacity and as  per design and of 1000 mm  diameter  or  as  directed  placed  through  steel  shells  sunk  to  the required  depth  through  all  strata  except  rock  excluding  provision  of reinforcement  as  per  detailed  drawings  and  design  approved  by  the Engineer-in-   charge   includingplacing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc)   by   tremie   arrangements,    compaction   of   concrete   including chipping   and   dressing   and   withdrawal   of   shell   etc.   complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 7375.00 2554.00
781 Pile Foundation: Building 22.38 Bd/B-4 P-270 Providing and laying  cast in situ / Ready Mix Cement Concrete M-30 for   bored piles  each of load capacity and as  per design and of 1050 mm  diameter  or  as  directed  placed  through  steel  shells  sunk  to  the required  depth  through  all  strata  except  rock  excluding  provision  of reinforcement  as  per  detailed  drawings  and  design  approved  by  the Engineer-in-   charge   includingplacing   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc)   by   tremie   arrangements,    compaction   of   concrete   including chipping   and   dressing   and   withdrawal   of   shell   etc.   complete. (Excluding steel reinforcement) As directed by Engineer in charge Running Metre 7836.00 4019.00
782 Pile Foundation: Building 22.39 Bd/B-2 P-269 Chiseling through pile shells in hard strata like boulders, soft and hard rocks Upto and inclusive of 550 mm diameter including removing and stacking  the  loose  materials   etc.  complete  and  disposing  of  the unserviceable materials outside complete. As directed by Engineer in charge Rig Hour 789.00 789.00
783 Pile Foundation: Building 22.40 Bd/B-2 P-269 Chiseling through pile shells in hard strata like boulders, soft and hard rocks  Beyond  550  mm   and  upto  and  inclusive  of   750  mm  dia. including removing and stacking the loose materials etc. complete and disposing of the unserviceable materials outside complete. As directed by Engineer in charge Rig Hour 1051.00 1051.00
784 Pile Foundation: Building 22.41 Bd/B-2 P-269 Chiseling through pile shells in hard strata like boulders, soft and hard rocks   Beyond  750  mm   and  upto  and  inclusive  of    900  mm  dia including removing and stacking the loose materials etc. complete and disposing of the unserviceable materials outside complete. As directed by Engineer in charge Rig Hour 1317.00 1317.00
785 Pile Foundation: Building 22.42 Bd/B-2 P-269 Chiseling through pile shells in hard strata like boulders, soft and hard rocks  Beyond  900  mm   and  upto  and  inclusive  of   1050  mm  dia. including removing and stacking the loose materials etc. complete and disposing of the unserviceable materials outside complete. As directed by Engineer in charge Rig Hour 2077.00 2077.00
786 Pile Foundation: Building 22.43 Bd/B-8 P-271 Carrying out load test for 1.5 times the proposed safe working load on the   pile   in   driven   position   upto   400   mm   diameter   including construction of test cap, use of accessories and instruments including providing graphs as per I.S. code or Std.Specifications and dismantling the test cap after testing and cleaning the site complete. As directed by Engineer in charge Number 89381.00 70366.00
787 Pile Foundation: Building 22.44 Bd/B-8 P-271 Carrying out load test for 1.5 times the proposed safe working load on the  pile  in  driven  position  above  400  mm  and  upto  to  550  mm diameter  including  construction  of  test  cap,  use  of  accessories  and instruments    including    providing    graphs    as    per    I.S.    code    or Std.Specifications   and   dismantling  the   test  cap   after  testing   and cleaning the site complete. As directed by Engineer in charge Number 107396.00 88381.00
788 Pile Foundation: Building 22.45 Bd/B-8 P-271 Carrying out load test for 1.5 times the proposed safe working load on the pile in driven position above 550 mm and upto 650 mm diameter including construction of test cap, use of accessories and instruments including  providing  graphs  as  per  I.S.  code  or  Std.Specifications  and dismantling the test cap after testing and cleaning the site complete. As directed by Engineer in charge Number 146475.00 127460.00
789 Pile Foundation: Building 22.46 Bd/B-8 P-271 Carrying out load test for 1.5 times the proposed safe working load on the pile in driven position above 650 mm and upto 750 mm diameter including construction of test cap, use of accessories and instruments including  providing  graphs  as  per  I.S.  code  or  Std.Specifications  and dismantling the test cap after testing and cleaning the site complete. As directed by Engineer in charge Number 183090.00 164075.00
790 Pile Foundation: Building 22.47 Bd/B-8 P-271 Carrying out load test for 1.5 times the proposed safe working load on the pile in driven position above 750 mm and upto 825 mm diameter including construction of test cap, use of accessories and instruments including  providing  graphs  as  per  I.S.  code  or  Std.Specifications  and dismantling the test cap after testing and cleaning the site complete. As directed by Engineer in charge Number 219753.00 197127.00
791 Pile Foundation: Building 22.48 Bd/B-8 P-271 Carrying out load test for 1.5 times the proposed safe working load on the pile in driven position above 825 mm and upto 900 mm diameter including construction of test cap, use of accessories and instruments including  providing  graphs  as  per  I.S.  code  or  Std.Specifications  and dismantling the test cap after testing and cleaning the site complete. As directed by Engineer in charge Number 254489.00 231863.00
792 Pile Foundation: Building 22.49 Bd/B-8 P-271 Carrying out load test for 1.5 times the proposed safe working load on the   pile   in   driven   position   above   900   mm   diameter   including construction of test cap, use of accessories and instruments including providing graphs as per I.S. code or Std.Specifications and dismantling the test cap after testing and cleaning the site complete. As directed by Engineer in charge Number 316432.00 293807.00
793 Pile Foundation: Building 22.50   Empty  boring  for  325  to  400  mm  dia  bored  R.C.C.  cast  in  situ  piles including  withdrawal  of  shell,  removal  of  earth  to  a  distance  of  50 metres etc. complete.
Spec :(As directed by Engineer in Charge)
As directed by Engineer in charge Running Metre 478.00 478.00
794 Pile Foundation: Building 22.51   Empty  boring  for  425  to  500  mm  dia.  bored  R.C.C.  cast  in  situ  piles including  withdrawal  of  shell,  removal  of  earth  to  a  distance  of  50 metres etc. complete.
Spec :(As directed by Engineer in Charge)
As directed by Engineer in charge Running Metre 553.00 553.00
795 Pile Foundation: Building 22.52   Empty  boring  for  525  to  600  mm  dia.  bored  R.C.C.  cast  in  situ  piles including  withdrawal  of  shell,  removal  of  earth  to  a  distance  of  50 metres etc. complete.
Spec :(As directed by Engineer in Charge)
As directed by Engineer in charge Running Metre 1102.00 1102.00
796 Pile Foundation: Building 22.53   Empty  boring  for  625  to  700  mm  dia.  bored  R.C.C.  cast  in  situ  piles including  withdrawal  of  shell,  removal  of  earth  to  a  distance  of  50 metres etc. complete.
Spec :(As directed by Engineer in Charge)
As directed by Engineer in charge Running Metre 1136.00 1136.00
797 Pile Foundation: Building 22.54   Empty boring for 725 to  1050 mm dia. bored R.C.C. cast in situ piles including  withdrawal  of  shell,  removal  of  earth  to  a  distance  of  50 metres etc. complete.
Spec :(As directed by Engineer in Charge)
As directed by Engineer in charge Running Metre 1219.00 1219.00
798 Pile Foundation: Building 22.55   Chipping  and  dressing  of  the  R.C.C.  piles  upto  0.60  meterincluding cleaning  reinforcement  and  removal  of  dismantled  materials  upto  a distance of 50 meter beyond the building area etc. for providing pile caps.
Spec :(As directed by Engineer in Charge
As directed by Engineer in charge Number 597.00 597.00
799 Pile Foundation: Building 22.56   Providing  bentonite  slurry  process  for  various  diameter  of  piles  vide Item Nos 1 (i to xxiv) above.
Spec : (As directed by Engineer in Charge)
As directed by Engineer in charge Running Metre 66.00 24.00
800 Pile Foundation: Building 22.57   Providing placing and Driving in position 6 millimeter mild steel  liner for R.C.C. Piles upto required depth with 12mm thick mild steel cutting edge of 0.50m length at bottom including fabricating cutting the mild steel  sheet  to  required  diameter  and  shape  ,welding  the  joints  and driving  with  the  help  of  required  machineries  including  all  materials labours and lifts etc. complete as directed by the Engineer in charge. Upto 3.00 meter deep liner As directed by Engineer in charge Metric Tonne 72796.00 16767.00
801 Pile Foundation: Building 22.58   Providing placing and Driving in position 6 millimeter mild steel  liner for R.C.C. Piles upto required depth with 12mm thick mild steel cutting edge of 0.50m length at bottom including fabricating cutting the mild steel  sheet  to  required  diameter  and  shape  ,welding  the  joints  and driving  with  the  help  of  required  machineries  including  all  materials labours and lifts etc. complete as directed by the Engineer in charge. Spec :(As directed by Engineer in Charge
From 3.00 to 9.50 meter deep liner
As directed by Engineer in charge Metric Tonne 75858.00 19829.00
802 Pile Foundation: Building 22.59   Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap  metal  for  R.C.C.  pile  caps  as  per  detailed  designs  and  drawings, including  bailing  out  water  manually,  centering,  formwork,  laying/ pumping,  compacting,  finishing  and  curing  etc.  with  fully  automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/  concrete  Batch  mix  plant  (Pan  mixer)  etc.  complete.  With natural  sand/V.S.I.  quality  Artificial  Sand,  complete.  (Excluding  steel reinforcement) As directed by Engineer in charge Cubic Metre 5903.00 1730.00
803 Pile Foundation: Building 22.60   Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap  metal  for  R.C.C.  pile  caps  as  per  detailed  designs  and  drawings, including  bailing  out  water  manually,  centering,  formwork,  laying/ pumping,  compacting,  finishing  and  curing  etc.  with  fully  automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/  concrete  Batch  mix  plant  (Pan  mixer)  etc.  complete.  With natural sand/V.S.I. quality Artificial Sand,  complete.
(Excluding steel reinforcement)
As directed by Engineer in charge Cubic Metre 6073.00 1730.00
804 Pile Foundation: Building 22.61   Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap  metal  for  R.C.C.  pile  caps  as  per  detailed  designs  and  drawings, including  bailing  out  water  manually,  centering,  formwork,  laying/ pumping,  compacting,  finishing  and  curing  etc.  with  fully  automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate  (Natural  Sand  /  Crushed  sand  VSI  Grade  finely  washed etc)  complete.
(Excluding steel reinforcement)
As directed by Engineer in charge Cubic Metre 6221.00 1730.00
805 Structural Steel Work 23.01 BDC 2 Providing  and  fabricating  structural  steel  work  in  rolled  sections  like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position   making   riveted   /   bolted   /welded   connections   without connecting plates, braces etc. and including one coat of anticorrosive paint  and  over  it  two  coats  of  oil  painting  of  approved  quality  and shade etc. complete. Bd.C.2 Page No.
275
Metric Tonne 73844.00 12733.00
806 Structural Steel Work 23.02 BDC 3 Providing and fabricating structural steel work in rolled sections, fixed with  connecting  plates  or  angle  cleats  in  main  and  cross  beams,  hip and jack rafters, purlins connecting to truss members and the like, as per  detailed  designs  and  drawing  or  as  directed  including  cutting, fabricating,   hoisting,   erecting,   fixing   in   position,   making   riveted/ bolted/  welded  connections  and  one  coat  of  anticorrosive  paint  and over it two  coats  of oil  painting   of   approved quality  and shade  etc. complete. Bd.C.3 Page No.
275
Metric Tonne 70576.00 11609.00
807 Structural Steel Work 23.03 BDC 6 Providing structural steel work in single stanchions composed of R.S.J. Channel etc. with caps, bases, mild steel plated, angle brackets, cleats, gusset plates, anchor bolts  etc. as  per detailed designs and drawings or as directed including cutting, fabrication, hoisting, erecting fixing in position, making riveted/ bolted/ welded connection and one coat of anticorrosive  paint  and  over  it  two.  coats  of  oil  painting  approved quality and shade etc. complete. Bd.C.6 Page No.
277
Metric Tonne 70819.00 11304.00
808 Structural Steel Work 23.04 BDC 8 Providing structural steel work in trusses, other similar trussed purlins and  members  with  all  bracing,  gusset  plates  etc.  as  per  detailed designs  and  drawings  or  as  directed  including  cutting,  fabricating, hoisting,  erecting  fixing  in  position,  Making  riveted/  bolted/  welded connection and one coat of anticorrosive paint and over it 2 coats of oil painting approved quality and shade etc. complete. Bd.C.8 Page No.
278
Metric Tonne 87744.00 27031.00
809 Structural Steel Work 23.05 BDC Providing  and  fixing  50  mm.  dia.  medium  class  G.I.pipe  gate  with wicket  gate  of  approved  drawing  with  all  fixtures  and  fittings  in  two leaves with strong hold fast embedded in c.c. block at top and bottom with locking arrangement including cutting, bending, making holes and with one coat of primer etc. complete. As directed by Engineer in charge. Square Metre 5837.00 3117.00
810 Structural Steel Work 23.06 BDC Providing and erecting structural steel for sakav with all bracing gusset plates etc. as per detailed design and drawing or as directed including cutting,   fabricating,   hoisting,   erecting,   fixing   in   position,   making riveted/  bolted/welded  connection  and  oil  painting  with  2  coats  of approved quality and shade etc. complete. complete. As directed by Engineer in charge. Metric Tonne 91817.00 29885.00
811 Structural Steel Work 23.07 BDC Providing,  fabricating  and  erecting  at  site  of  work  the  tubular  steel structure  (shed)  as  per  standard  design  and  specifications  having various spans in between trusses and in multiples of standard length of bays as specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tie runners, foundation bolts, base plates, nuts and bolts, welding wherever required etc.  as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete. Spec. No. : As directed by Engineer-in-charge. B-18 Page No. 78 Metric Tonne 82972.00 18006.00
812 Structural Steel Work 23.08 BDC Providing Gas or Electrical welding for structural  steel section, plates as per detailed drawing. For less than 10 mm thick section. B.18, Page No 78 Centimetre 9.00 6.00
813 Structural Steel Work 23.09 BDW 6A Providing  and  fixing  mild  steel  grill  gate  as  per  the  detailed  drawing including hinges, locking arrangements and painting in three coats of oil paint of approved colour and shade etc. complete.(weight 18 kg. to 20 kg. Per Sq.m.)
Spec.No.: As directed by Engineer- in-charge.
Spec. No. As directed byEngineer in Charge. Square Metre 1529.00 212.00
814 Structural Steel Work 23.11   Providing structural steel work of rectangular hollow steel section for steel trusses, other similar trussed items like purlin and members with all bracing, gusset plates etc. as per detailed designs and drawings or as  directed  including  cutting,  fabricating,  hoisting,  erecting,  fixing  in position making riveted/bolted/ welded connections and one coat of anticorrosive  paint  and  over  it  two  coats  of oil  painting of  approved quality and shade complete.
Spec. No. : As directed by Engineer-in-charge.
Spec. No. As directed byEngineer in Charge. Metric Tonne 88039.00 18006.00
815 Structural Steel Work 23.12   Providing structural steel work in hollow section of various  thickness and  sizes  in  square,  rectanular  and  round  shape  from  25mm  to 450mm  section as per IS 4923 YST 310 Grade produced from iron ore and blast furnace route etc. as per detailed designs and drawing or as directed  including  cutting,  fabricating,  hoisting,  erecting,  fixing  in position, making riveted/bolted/ welded connections and painting complete. Spec. No. As directed byEngineer in Charge. Metric Tonne 95149.00 18006.00
816 Plain Cement Concrete 24.01 BDE 1 Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of  trap/  granite/  quartzite/  gneiss  metal  for  foundation  and  bedding including     bailing     out     water,     Steel     centering,     formwork, laying/pumping, compacting, roughening them if special finish is to be provided,   finishing   if   required   and   curing   complete,   with   fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With  fine  aggregate  (Natural  Sand /  Crushed  sand  VSI Grade  finely washed etc) Bd. E. 1 Page No.
287
Cubic Metre 4766.00 1300.00
817 Plain Cement Concrete 24.04 BDE 2 Providing and laying Cast in situ/Ready Mix  cement concrete in M15 of   trap/   granite/quartzite/gneiss   metal   for   steps   including   steel centering,   formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface  and  curing  etc.  complete.  The  Cement  Mortar  1:3  plaster  is considered  for  rendering  uneven  and  honeycombed  surface,  only. Newly laid concrete shall  be covered by gunny  bag, plastic, tarpaulin etc.  (Wooden  centering  will  not  be  allowed.),with  fully  automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.   With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Bd.E.2 Page No. 288 and B.7 Page No 38 Cubic Metre 5179.00 1300.00
818 Plain Cement Concrete 24.06 BDE 2 Providing and laying Cast in situ/Ready Mixcement concrete in M20 of trap/    granite/quartzite/gneiss    metal    for    steps    including    steel centering,   formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface  and  curing  etc.  complete.  The  Cement  Mortar  1:3  plaster  is considered  for  rendering  uneven  and  honeycombed  surface,  only. Newly laid concrete shall  be covered by gunny  bag, plastic, tarpaulin etc.  (Wooden  centering  will  not  be  allowed.),  with  fully  automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Bd.E.2 Page No. 288 and B.7 Page No 38 Cubic Metre 5456.00 1300.00
819 Plain Cement Concrete 24.08 BDE 4 Providing and laying Cast in situ/Ready Mix  cement concrete in M15 of  trap/  granite/quartzite/gneiss  metal  for  bed  blocks,  foundation blocks   and   such   other   items   including   bailing   out   water,    Steel centering,  formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface  and  curing  etc.  complete.  The  Cement  Mortar  1:3  plaster  is considered  for  rendering  uneven  and  honeycombed  surface  only. Newly laid concrete shall  be covered by gunny  bag, plastic, tarpaulin etc.  (Wooden  centering  will  not  be  allowed.),  with  fully  automatic micro processor based PLC with SCADA  enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Bd.E.4 Page No. 289 and B-7, Page No.38 Cubic Metre 5179.00 1300.00
820 Plain Cement Concrete 24.10 BDE 4 Providing and laying Cast in situ/Ready Mix  cement concrete in M20 of  trap/  granite/quartzite/gneiss  metal  for  bed  blocks,  foundation blocks   and   such   other   items   including   bailing   out   water,    Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface  and  curing  etc.  complete.  The  Cement  Mortar  1:3  plaster  is considered  for  rendering  uneven  and  honeycombed  surface  only. Newly laid concrete shall  be covered by gunny  bag, plastic, tarpaulin etc.  (Wooden  centering  will  not  be  allowed.),  with  fully  automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Bd.E.4 Page No. 289 and B-7, Page No.38 Cubic Metre 5456.00 1300.00
821 Plain Cement Concrete 24.12 BDE 7 Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of  trap  /  granite  /quartzite/  gneiss  metal  for  arches  including  skew backs   as   per   detailed   drawing   or   as   directed   in   superstructure including   steel   centering,   formwork,   compacting,   finishing   with minimum thickness of 1:3 cement plaster to give a smooth and even surface  or  roughening  them  if  special  finish  is  to  be  provided  and curing  and  finishing  if  required  complete,  with  fully  automatic  micro processor based PLC with SCADA enabled reversible Drum Type mixer. complete,  .  With  fine  aggregate  (Natural  Sand  /  Crushed  sand  VSI Grade finely washed etc) Bd.E.7 Page No 291 and B-7 Page No .38 Cubic Metre 9357.00 2870.00
822 Plain Cement Concrete 24.14 BDE 5 Providing and laying Cast in situ/Ready Mix  cement concrete in M15 of   trap/   granite/quartzite/gneiss   metal   for   plain   or   molded   sills, cornice,  jambs,  block  in  course,  or  architraves  of  required  size  and shapes    including   steel    centering,     formwork,   laying/   pumping, compacting,     roughening     them     if     special     finish     is     to     be provided,finishing  uneven  and  honeycombed  surface  and  curing  etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall  be covered  by  gunny  bag,  plastic,  tarpaulin  etc.  (Wooden  centering  will not be allowed.)  with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan  mixer)  etc.  complete.  With  fine  aggregate  (Natural  Sand  / Crushed sand VSI Grade finely washed etc) Bd.E. 5/Page No. 290/I.S. 456 (2000) Cubic Metre 5179.00 1300.00
823 Plain Cement Concrete 24.15 BDE 5 Providing and laying Cast in situ/Ready Mix  cement concrete in M20 of   trap/   granite/quartzite/gneiss   metal   for   plain   or   molded   sills, cornice,  jambs,  block  in  course,  or  architraves  of  required  size  and shapes    including   steel    centering,     formwork,   laying/   pumping, compacting,     roughening     them     if     special     finish     is     to     be provided,finishing  uneven  and  honeycombed  surface  and  curing  etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall  be covered  by  gunny  bag,  plastic,  tarpaulin  etc.  (Wooden  centering  will not be allowed.)  with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer  etc. complete, With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Bd.E. 5/Page No. 290/I.S. 456 (2000) Cubic Metre 5456.00 1300.00
824 Plain Cement Concrete 24.16 BDE 3 Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/  granite/quartzite/gneiss  metal  for  coping  to  plinth  or  parapet, moulded  or  chamfered  as  per  drawing  or  as  directed  including  steel centering,  plywood/  steel  formwork  compacting,  roughening  them  if special  finish  is  to  be  provided,  finishing  uneven  and  honeycombed surface  and  curing  etc.  complete.  The  Cement  Mortar  1:3  plaster  is considered  for  rendering  uneven  and  honeycombed  surface  only. Newly laid concrete shall  be covered by gunny  bag, plastic, tarpaulin etc.  (Wooden  centering  will  not  be  allowed.)  With  fine  aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Bd.E. 3/Page No. 288/I.S. 456 (2000) Cubic Metre 5179.00 1300.00
825 Reinforced Cement Concrete 25.11 BDF 3 Providing  and  laying  in  situ  /Ready  Mix   cement  concrete   M-20   of trap / granite /quartzite/ gneiss  metal for R.C.C. work  in foundations like raft, strip foundations, grillage and  footings of R.C.C. columns and steel  stanchions   etc.  including  bailing  out  water,   Steel  centering formwork,   laying/pumping    cover   blocks,   compaction   and   curing roughening  the  surface  if  special  finish  is  to  be  provided  (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Bd.F.3 Page No. 298 and B.7, Page No.38 Cubic Metre 5704.00 1692.00
826 Reinforced Cement Concrete 25.13 BDF 3 Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal  for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel  stanchions  etc.  including  bailing  out  water,   Steel  centering, formwork   ,cover   blocks,   laying/pumping,   compaction   and   curing roughening  the  surface  if  special  finish  is  to  be  provided  (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Bd.F.3 Page No. 298 and B.7, Page No.38 Cubic Metre 5846.00 1692.00
827 Reinforced Cement Concrete 25.15 BDF 3 Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite /quartzite/ gneiss metal  for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as   directed   including     Steel   centering    formwork,   cover   blocks laying/pumping,   compaction   finishing   the   formed   surfaces   with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing  etc.  complete.  (Excluding  reinforcement  and  structural  steel). with fully automatic  micro  processor based PLC  with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.  With  fine  aggregate  (Natural  Sand  /  Crushed  sand  VSI Grade finely washed etc) Bd.F.3 Page No. 298 and B.7, Page No.38 Cubic Metre 5989.00 1692.00
828 Reinforced Cement Concrete 25.17 BDF 3 Providing and laying Cast in situ/Ready Mix cement concrete M-35 of trap / granite /quartzite/ gneiss metal for R.C.C. work  in foundations like raft, strip foundations, grillage and  footings of R.C.C. columns and steel stanchions  etc. columns as per detailed designs and drawing or as   directed   including   Steel   centering,   formwork,   cover   blocks, laying/pumping,   compaction   finishing   the   formed   surfaces   with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing    etc.    complete,(Excluding    reinforcement    and    structural steel).with  fully  automatic  micro  processor  based  PLC  with  SCADA enabled  reversible  Drum  Type  mixer/  concrete  Batch  mix  plant  (Pan mixer)  etc.  complete.  With  fine  aggregate  (Natural  Sand  /  Crushed sand VSI Grade finely washed etc) Bd.F.3 Page No. 298 and B.7, Page No.38 Cubic Metre 6060.00 1692.00
829 Reinforced Cement Concrete 25.19 BDF 3 Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap / granite /quartzite/ gneiss metal for R.C.C. work  in foundations like raft, strip foundations, grillage and  footings of R.C.C. columns and steel stanchions  etc. columns as per detailed designs and drawing or as   directed   including   steel   centering,   formwork,   cover   blocks, laying/pumping,   compaction   finishing   the   formed   surfaces   with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing    etc.    complete.    (Excluding    reinforcement    and    structural steel).with  fully  automatic  micro  processor  based  PLC  with  SCADA enabled  reversible  Drum  Type  mixer/  concrete  Batch  mix  plant  (Pan mixer)  etc.  complete.  With  fine  aggregate  (Natural  Sand  /  Crushed sand VSI Grade finely washed etc) Bd.F.3 Page No. 298 and B.7, Page No.38 Cubic Metre 6245.00 1692.00
830 Reinforced Cement Concrete 25.31 BDF 5 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap  /  granite  /quartzite/  gneiss  metal  for  R.C.C.  columns  as  per detailed designs and drawing or as directed including steel centering, formwork,  cover  blocks,  laying/pumping,  compaction  finishing  the formed   surfaces   with   cement   mortar   1:3   of   sufficient   minimum thickness to give a smooth and even surface or roughening if special finish   is    to    be   provided   and   curing   etc.   complete,(Excluding reinforcement   and   structural   steel).with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Bd.F.5 Page No. 300 and B.7,
Page.No. 38
Cubic Metre 11252.00 4288.00
831 Reinforced Cement Concrete 25.33 BDF 5 Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap  /  granite  /quartzite/  gneiss  metal  for  R.C.C.  columns  as  per detailed designs and drawings or as directed including steel centering, formwork,  cover  blocks,  laying/pumping,  compaction  finishing  the formed   surfaces   with   cement   mortar   1:3   of   sufficient   minimum thickness to give a smooth and even surface or roughening if special finish   is    to    be   provided   and   curing   etc.   complete,(Excluding reinforcement   and   structural   steel).with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Bd.F.5 Page No. 300 and B-7,Page
No 38.
Cubic Metre 11394.00 4288.00
832 Reinforced Cement Concrete 25.35 BDF 5 Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap  /  granite  /quartzite/  gneiss  metal  for  R.C.C.  columns  as  per detailed designs and drawing or as directed including steel centering, formwork,cover   blocks,   laying/pumping,   compaction   finishing   the formed   surfaces   with   cement   mortar   1:3   of   sufficient   minimum thickness to give a smooth and even surface or roughening if special finish   is    to    be   provided   and   curing   etc.   complete,(Excluding reinforcement   and   structural   steel).   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Bd.F.5 Page No. 300 and B.7,
Page.No. 38
Cubic Metre 11536.00 4288.00
833 Reinforced Cement Concrete 25.37 BDF 5 Providing and laying Cast in situ/Ready Mix cement concrete M-35 of trap  /  granite  /quartzite/  gneiss  metal  for  R.C.C.  columns  as  per detailed designs and drawing or as directed including steel centering, formwork,  cover  blocks,  laying/pumping,  compaction  finishing  the formed   surfaces   with   cement   mortar   1:3   of   sufficient   minimum thickness to give a smooth and even surface or roughening if special finish   is    to    be   provided   and   curing   etc.   complete,(Excluding reinforcement   and   structural   steel).with   fully   automatic   micro processor  based  PLC  without  SCAD  Aenabled  reversible  Drum  Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Bd.F.5 Page No. 300 and B.7,
Page.No. 38
Cubic Metre 11608.00 4288.00
834 Reinforced Cement Concrete 25.39 BDF 5 Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap  /  granite  /quartzite/  gneiss  metal  for  R.C.C.  columns  as  per detailed designs and drawing or as directed including steel centering, formwork,  cover  blocks,  laying/pumping,  compaction  finishing  the formed   surfaces   with   cement   mortar   1:3   of   sufficient   minimum thickness to give a smooth and even surface or roughening if special finish   is    to    be   provided   and   curing   etc.   complete,(Excluding reinforcement   and   structural   steel).with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Bd.F.5 Page No. 300 and B.7,
Page.No. 38
Cubic Metre 11679.00 4288.00
835 Reinforced Cement Concrete 25.50 BDF 6 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per  detailed  designs  and  drawings  or  as  directed  including  steel centering,  formwork,  cover  blocks,  laying/pumping,  compactionand roughening  the  surface  if  special  finish  is  to  be  provided  and  curing etc.  complete.  (Excluding  reinforcement  and  structural  steel).  with fully   automatic   micro   processor   based   PLC   with   SCADA   enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.  With  fine  aggregate  (Natural  Sand  /  Crushed  sand  VSI Grade finely washed etc) Bd.F.6 Page No. 300 and B.7, Page No.38 Cubic Metre 9908.00 4104.00
836 Reinforced Cement Concrete 25.52 BDF 6 Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. beams and lintels as per  detailed  designs  and  drawings  or  as  directed  including  steel centering,  formwork,  cover  blocks,  laying/pumping,  compactionand roughening  the  surface  if  special  finish  is  to  be  provided  and  curing etc. complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With  fine  aggregate  (Natural  Sand /  Crushed  sand  VSI Grade  finely washed etc) Bd.F.6 Page No. 300 and B.7, Page No.38 Cubic Metre 10050.00 4104.00
837 Reinforced Cement Concrete 25.54 BDF 6 Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per  detailed  designs  and  drawings  or  as  directed  including  steel centering,  formwork,  cover  blocks,  laying/pumping,  compactionand roughening  the  surface  if  special  finish  is  to  be  provided  and  curing etc. complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With  fine  aggregate  (Natural  Sand /  Crushed  sand  VSI Grade  finely washed etc) Bd.F.6 Page No. 300 and B.7, Page No.38 Cubic Metre 10193.00 4104.00
838 Reinforced Cement Concrete 25.56 BDF 6 Providing and laying Cast in situ/Ready Mixcement concrete M-35  of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per  detailed  designs  and  drawings  or  as  directed  including  steel centering,  formwork,  cover  blocks,  laying/pumping,  compactionand roughening  the  surface  if  special  finish  is  to  be  provided  and  curing etc. complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With  fine  aggregate  (Natural  Sand /  Crushed  sand  VSI Grade  finely washed etc) Bd.F.6 Page No. 300 and B.7, Page No.38 Cubic Metre 10264.00 4104.00
839 Reinforced Cement Concrete 25.58 BDF 6 Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per  detailed  designs  and  drawings  or  as  directed  including  steel centering,  formwork,  cover  blocks,  laying/pumping,  compactionand roughening  the  surface  if  special  finish  is  to  be  provided  and  curing etc.  complete.  (Excluding  reinforcement  and  structural  steel).  with fully   automatic   micro   processor   based   PLC   with   SCADA   enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.  With  fine  aggregate  (Natural  Sand  /  Crushed  sand  VSI Grade finely washed etc) Bd.F.6 Page No. 300 and B.7, Page No.38 Cubic Metre 10478.00 4104.00
840 Reinforced Cement Concrete 25.70 BDF 8 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings  as per detailed designs and drawings including steel centering, formwork, cover   blocks,   laying/pumping,   compaction   finishing   the   formed surfaces  with  cement  mortar  1:3  of  sufficient  minimum  thickness  to give a smooth and even surface or roughening if special finish is to be provided   and   curing   etc.   complete,(Excluding   reinforcement   and structural steel).with fully automatic micro processor  based PLC  with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan  mixer)  etc.  complete.  With  fine  aggregate  (Natural  Sand  / Crushed sand VSI Grade finely washed etc) Bd.F.8 Page No. 302 and B.7, Page No.38 Cubic Metre 12037.00 4788.00
841 Reinforced Cement Concrete 25.72 BDF 8 Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings  as per detailed designs and drawings including steel centering, formwork, cover   blocks,   laying/pumping,   compaction   finishing   the   formed surfaces  with  cement  mortar  1:3  of  sufficient  minimum  thickness  to give a smooth and even surface or roughening if special finish is to be provided   and   curing   etc.   complete,(Excluding   reinforcement   and structural steel).with fully automatic micro processor  based PLC  with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan  mixer)  etc.  complete.  With  fine  aggregate  (Natural  Sand  / Crushed sand VSI Grade finely washed etc) Bd.F.8 Page No. 302 and B.7, Page No.38 Cubic Metre 12181.00 4788.00
842 Reinforced Cement Concrete 25.74 BDF 8 Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings  as per detailed designs and drawings including steel centering, formwork, cover   blocks,   laying/pumping,   compaction   finishing   the   formed surfaces  with  cement  mortar  1:3  of  sufficient  minimum  thickness  to give a smooth and even surface or roughening if special finish is to be provided   and   curing   etc.   complete,(Excluding   reinforcement   and structural steel).with fully automatic micro processor  based PLC  with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan  mixer)  etc.  complete.  With  fine  aggregate  (Natural  Sand  / Crushed sand VSI Grade finely washed etc) Bd.F.8 Page No. 302 and B.7, Page No.38 Cubic Metre 12324.00 4788.00
843 Reinforced Cement Concrete 25.76 BDF 8 Providing and laying Cast in situ/Ready Mix cement concrete M-35 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings  as per detailed designs and drawings including steel centering, formwork, cover   blocks,   laying/pumping,   compaction   finishing   the   formed surfaces  with  cement  mortar  1:3  of  sufficient  minimum  thickness  to give a smooth and even surface or roughening if special finish is to be provided   and   curing   etc.   complete,(Excluding   reinforcement   and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan  mixer)  etc.  complete.  With  fine  aggregate  (Natural  Sand  / Crushed sand VSI Grade finely washed etc) Bd.F.8 Page No. 302 and B.7, Page No.38 Cubic Metre 12396.00 4788.00
844 Reinforced Cement Concrete 25.78 BDF 8 Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings  as per detailed designs and drawings including steel centering, formwork, cover   blocks,   laying/pumping,   compaction   finishing   the   formed surfaces  with  cement  mortar  1:3  of  sufficient  minimum  thickness  to give a smooth and even surface or roughening if special finish is to be provided   and   curing   etc.   complete,(Excluding   reinforcement   and structural steel).with fully automatic micro processor  based PLC  with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan  mixer)  etc.  complete.  With  fine  aggregate  (Natural  Sand  / Crushed sand VSI Grade finely washed etc) Bd.F.8 Page No. 302 and B.7, Page No.38 Cubic Metre 12612.00 4788.00
845 Reinforced Cement Concrete 26.05 BDF 9 Providing and laying Cast in situ/Ready Mixcement concrete M-20  of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design and drawings including steel centering, formwork, cover blocks, laying/pumping,  compacting  and  roughening  the  surface  if  special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA  enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Bd.F.9 Page No. 303 and B.7, Page No.38 Cubic Metre 11199.00 4788.00
846 Reinforced Cement Concrete 26.07 BDF 9 Providing and laying Cast in situ/Ready Mixcement concrete M-25  of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design and drawings including steel centering, formwork, cover blocks, laying/pumping,  compacting  and  roughening  the  surface  if  special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA  enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Bd.F.9 Page No. 303 and B.7, Page No.38 Cubic Metre 11343.00 4788.00
847 Reinforced Cement Concrete 26.09 BDF10 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap  /  granite  /  quartzite  /  gneiss  metal  for  R.C.C.  canopy  as  per detailed  designs  and  drawings  including  steel  centering,  formwork, laying/pumping,  compacting  and  roughening  the  surface  if  special finish   is   to   be   provided   and   curing   etc.   complete   (excluding reinforcement), with fully automatic  micro processor  based PLC  with SCADA  enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan  mixer)  etc.  complete.  With  fine  aggregate  (Natural  Sand  / Crushed sand VSI Grade finely washed etc) Bd.F.8 Page No. 303 and B.7, Page No.38 Cubic Metre 11199.00 4788.00
848 Reinforced Cement Concrete 26.11 BDF10 Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap  /  granite  /  quartzite  /  gneiss  metal  for  R.C.C.  canopy  as  per detailed  designs  and  drawings  including  steel  centering,  formwork, laying/pumping,  compacting  and  roughening  the  surface  if  special finish   is   to   be   provided   and   curing   etc.   complete   (excluding reinforcement). with fully automatic  micro processor  based PLC  with SCADA  enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan  mixer)  etc.  complete.  With  fine  aggregate  (Natural  Sand  / Crushed sand VSI Grade finely washed etc) Bd.F.8 Page No. 303 and B.7, Page No.38 Cubic Metre 11343.00 4788.00
849 Reinforced Cement Concrete 26.17 BDF 11 Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of  trap/  granite/  quartzite/  gneiss  metal  for  R.C.C.  pardi  of  required thickness    including    steel    centering,    formwork,    cover    blocks, laying/pumping, compacting , curing , finishing and rougheningthem if special   finish   is   to   be   provided   and   curing   complete.(Excluding reinforcement   and   structural   steel).with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Bd.F.11 Page No. 304 and B.7, Page No. 38 Cubic Metre 12663.00 5930.00
850 Reinforced Cement Concrete 26.19 BDF 11 Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of  trap/  granite/  quartzite/  gneiss  metal  for  R.C.C.  pardi  of  required thickness    including    steel    centering,    formwork,    cover    blocks, laying/pumping,   compacting and roughening them if special  finish is to  be  provided  and  curing  complete.  (Excluding  reinforcement  and structural steel).with fully automatic micro processor  based PLC  with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan  mixer)  etc.  complete.  With  fine  aggregate  (Natural  Sand  / Crushed sand VSI Grade finely washed etc) Bd.F.11 Page No. 304 and B.7, Page No. 38 Cubic Metre 12806.00 5930.00
851 Reinforced Cement Concrete 26.23 BDF 12 Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss  metal  for R.C.C.coping to  plinth or parapet  and  sill  of  doors  and  windows  moulded  as  per  detailed drawings  or  chamfered  as  approved  by  the  Engineer  including  steel centering,   formwork,   cover   blocks,   laying/pumping,   compacting   , curing  ,  finishing  and  roughening  them  if  special  finish  is  to   be provided    and    curing    complete.    (Excluding    reinforcement    and structural steel).with fully automatic micro processor  based PLC  with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan  mixer)  etc.  complete.  With  fine  aggregate  (Natural  Sand  / Crushed sand VSI Grade finely washed etc) Bd. F. 12 Page No. 304 and B-7, Pg 38 Cubic Metre 5817.00 1760.00
852 Reinforced Cement Concrete 26.25 BDF 13A Providing and laying Cast in situ/Ready Mix cement concrete in  M-20 of  trap  /  quartzite  /granite  /gneiss  metal  for  R.C.C.  Waist  slab,  and steps of staircases as per detailed design and drawings or as directed including  steel  centering,   formwork,  steel  props,  laying/pumping, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening  the  surface  if  special  finish  is  to  be  provided  and  curing etc. complete. (Excluding einforcement, including cover block).(Newly laid  concrete  shall  be  covered  by  gunny  bag,  plastic,  tarpaulin  etc.) with fully automatic  micro  processor based PLC  with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.  With  fine  aggregate  (Natural  Sand  /  Crushed  sand  VSI Grade finely washed etc) Bd. F. 13 Page No. 305 /I.S. 456 (2000 Cubic Metre 11827.00 5027.00
853 Reinforced Cement Concrete 26.26 BDF 13A Providing and laying Cast in situ/Ready Mix cement concrete in  M-25 of  trap  /  quartzite  /granite  /gneiss  metal  for  R.C.C.  Waist  slab,  and steps of staircases as per detailed design and drawings or as directed including   steel   centering,   plywood/   steel   formwork,   steel   props, laying/pumping,   compaction,   finishing   uneven   and   honeycombed surface  with  C.M.  1:3  of  sufficient  minimum  thickness  to  give  a smooth and even surface or roughening the surface if special finish is to  be  provided  and  curing  etc.  complete.  (Excluding  einforcement, including cover block).(Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.) with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix  plant  (Pan  mixer)  etc.  complete.  With  fine  aggregate  (Natural Sand / Crushed sand VSI Grade finely washed etc) Bd. F. 13 Page No. 305 /I.S. 456 (2000 Cubic Metre 11971.00 5027.00
854 Reinforced Cement Concrete 26.27 BDF 14A Providing and laying Cast in situ/Ready Mix cement concrete in  M-20 of  trap  /  quartzite  /granite  /gneiss  metal  for  R.C.C.newel  posts  of staircase   as   per   detailed   design   and   drawings   including   steel centering,  plywood  /  steel  formwork,  steel  props,  laying  /  pumping, compaction, finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening  the  surface  if  special  finish  is  to  be  provided  and  curing etc.   complete.   (Excluding   reinforcement,   including   cover   block). (Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.)   with  fully  automatic  micro  processor  based  PLC  with  SCADA enabled  reversible  Drum  Type  mixer/  concrete  Batch  mix  plant  (Pan mixer)  etc.  complete.  With  fine  aggregate  (Natural  Sand  /  Crushed sand VSI Grade finely washed etc) Bd. F. 14 Page No. 305 /I.S. 456 (2001 Cubic Metre 10298.00 3887.00
855 Reinforced Cement Concrete 26.28 BDF 14A Providing and laying Cast in situ/Ready Mix cement concrete in  M-25 of  trap  /  quartzite  /granite  /gneiss  metal  for  R.C.C.newel  posts  of staircase   as   per   detailed   design   and   drawings   including   steel centering,  plywood  /  steel  formwork,  steel  props,  laying/pumping, compaction, finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening  the  surface  if  special  finish  is  to  be  provided  and  curing etc.   complete.   (Excluding   reinforcement,   including   cover   block). (Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.)   with  fully  automatic  micro  processor  based  PLC  with  SCADA enabled  reversible  Drum  Type  mixer/  concrete  Batch  mix  plant  (Pan mixer)  etc.  complete.  With  fine  aggregate  (Natural  Sand  /  Crushed sand VSI Grade finely washed etc) Bd. F. 14 Page No. 305 /I.S. 456 (2002 Cubic Metre 10442.00 3887.00
856 Reinforced Cement Concrete 26.29 BDF 15A Providing and laying Cast in situ/Ready Mix cement concrete  in  M-20 of trap /granite / gneiss/ quartzite metal  for R.C.C. arches with skew backs  as  per  detailed  design  and  drawings  or  as  directed  including steel centering, plywood/steel formwork, steel props, laying/pumping, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening  the  surface  if  special  finish  is  to  be  provided  and  curing etc. complete. (Excluding reinforcement, including cover block). Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. with fully   automatic   micro   processor   based   PLC   with   SCADA   enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.  With  fine  aggregate  (Natural  Sand  /  Crushed  sand  VSI Grade finely washed etc) Bd. F. 15 Page No. 306 /I.S. 456 (2003 Cubic Metre 11365.00 4314.00
857 Reinforced Cement Concrete 26.30 BDF 15A Providing and laying Cast in situ/Ready Mix cement concrete  in  M-25 of trap /granite / gneiss/ quartzite metal  for R.C.C. arches with skew backs  as  per  detailed  design  and  drawings  or  as  directed  including steel centering, plywood/steel formwork, steel props, laying/pumping, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening  the  surface  if  special  finish  is  to  be  provided  and  curing etc. complete. (Excluding reinforcement, including cover block). Newly laid  concrete  shall  be  covered  by  gunny  bag,  plastic,  tarpaulin  etc. (Wooden centering will not be allowed) With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Bd. F. 15 Page No. 306 /I.S. 456 (2003 Cubic Metre 11508.00 4362.00
858 Reinforced Cement Concrete 26.31 BDF 16 Providing and laying Cast in situ/Ready Mix cement concrete in  M-20 of  trap  /  granite  /gneiss  /  quartzite  metal  for  R.C.C.  fins  of  required thickness  in  position  as  shown  on  the  drawings  or  as  directed  by Engineer-in-charge    including    steel    centering,    plywood    /    steel formwork, steel props, laying/pumping, compaction, finishing uneven and   honeycombed   surface   with   C.M.   1:3   of   sufficient   minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement,  including  cover  block)  Newly  laid  concrete  shall  be covered  by  gunny  bag,  plastic,  tarpaulin  etc.  with  fully  automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Bd. F. 16 Page No. 306 /I.S. 456 (2004 Cubic Metre 11842.00 4073.00
859 Reinforced Cement Concrete 26.32 BDF 16 Providing and laying Cast in situ/Ready Mix cement concrete in  M-25 of  trap  /  granite  /gneiss  /  quartzite  metal  for  R.C.C.  fins  of  required thickness  in  position  as  shown  on  the  drawings  or  as  directed  by Engineer-in-charge    including    steel    centering,    plywood    /    steel formwork, steel props, laying/pumping, compaction, finishing uneven and   honeycombed   surface   with   C.M.   1:3   of   sufficient   minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement,  including  cover  block)  Newly  laid  concrete  shall  be covered  by  gunny  bag,  plastic,  tarpaulin  etc.  with  fully  automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Bd. F. 16 Page No. 306 /I.S. 456 (2004 Cubic Metre 11987.00 4073.00
860 Reinforced Cement Concrete 26.33 BDF 17 Providing  and  fixing  in  position  TMT  -  FE  -  500  bar reinforcement  of various  diameters  for  R.C.C.  pile  caps,  footings,  foundations,  slabs, beams  columns,  canopies,  staircase,  newels,  chajjas,  lintels  pardis, copings,   fins,   arches   etc.   as   per   detailed   designs,   drawings   and schedules.  including  cutting, bending,  hooking the  bars, binding  with wires or tack welding and supporting as required complete. Bd.F.17, Page No.
306
Metric Tonne 62581.00 9322.00
861 Reinforced Cement Concrete 26.34 BDF 17 Providing  and  fixing  in  position  HCRM  /  CRS  (Corrosion   Resistant Steel)  bar  reinforcement  of  various  diameters  for  R.C.C.  pile  caps, footings,   foundations,   slabs,   beams   columns,   canopies,   staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs,  drawings  and  schedules. including  cutting, bending,  hooking the  bars,   binding  with   wires   or   tack  welding   and  supporting   as required complete. Bd.F.17, Page No.
306
Metric Tonne 66174.00 9322.00
862 Reinforced Cement Concrete 26.36   Providing  and  applying  Anti  corrosive  treatment  to  reinforcement  as per  cement  polymer  composite  coating  (C.P.C.C.)  method  developed by  C.E.C.R.I.  including  cleaning  the  bar  by  means  of  any  established mechanical  or  manual  method  for  removing  rust  and  deleterious material,  applying  rapid  setting  primer  and  cement  polymer  sealing coat of approved and licensed by CECRI including redoing the process if damage occurs during handling, stacking etc. complete. (With prior approval of SE) As directed by Engineer in Charge Metric Tonne 9095.00 5163.00
863 Reinforced Cement Concrete 26.37 MORT and H 1600 Edition
2001.
Providing  Fusion  Bonded  Epoxy  Coating  (FBEC)  to  reinforced  bars  of 8mm  diameter as per IS: 13620-1993 specifications for a thickness of 175micron  Permissible  variation  of  50  micron  including  testing  of coating at plant, including cost for careful handling using PVC coating, binding wires instead of G. I. wires to and from Plant) touching up the material    supplied    repair    work    etc    complete    as    per    detailed specifications.  (Lead  200km  from  plant)  etc  complete.  (Item  shall  be used for new structures.)
Note   :   The   item   should   be   executed   with   prior   approval   of Superintending Engineer.
FREQUENCY OF TEST OF FUSION BONDED EPOXY COAT
a) Coating thickness shall be tested at a frequency of not less than one full length bar every twenty bars for each size
b) continuity of coating shall be determined by testing one full length bar in every twenty bars for each size
c) Coating thickness over the whole of the coated bar section shall be determined  by  sectioning  and  examining  one  bar  in  every  twenty tonnes for each size.
d)  For  testing  adhesion  of  coating,  samples  shall  be  selected  from each size according to the frequency given below:
Nominal Size of Bar, MM                               No. of Samples
For all types of bar : Minimum 1 for every diameter or as directed by engineer in charge
As directed by Engineer in Charge Metric Tonne 17761.00 815.00
864 Reinforced Cement Concrete 26.38 MORT and H 1600 Edition
2001.
Providing  Fusion  Bonded  Epoxy  Coating  (FBEC)  to  reinforced  bars  of 10mm   diameter  as  per  IS:  13620-1993 specifications  for a  thickness of  175micron  Permissible  variation  of  50  micron  including  testing  of coating at plant, including cost for careful handling using PVC coating, binding wires instead of G. I. wires to and from Plant) touching up the material    supplied    repair    work    etc    complete    as    per    detailed specifications.  (Lead  200km  from  plant)  etc  complete.  (Item  shall  be used for new structures.)
Note   :   The   item   should   be   executed   with   prior   approval   of Superintending Engineer.
FREQUENCY OF TEST OF FUSION BONDED EPOXY COAT
a) Coating thickness shall be tested at a frequency of not less than one full length bar every twenty bars for each size
b) continuity of coating shall be determined by testing one full length bar in every twenty bars for each size
c) Coating thickness over the whole of the coated bar section shall be determined  by  sectioning  and  examining  one  bar  in  every  twenty tonnes for each size.
d)  For  testing  adhesion  of  coating,  samples  shall  be  selected  from each size according to the frequency given below:
For all types of bar :   Minimum 1 for every diameter or as directed by engineer in charge
As directed by Engineer in Charge Metric Tonne 14162.00 815.00
865 Reinforced Cement Concrete 26.39 MORT and H 1600 Edition
2001.
Providing  Fusion  Bonded  Epoxy  Coating  (FBEC)  to  reinforced  bars  of 12mm   diameter  as  per  IS:  13620-1993 specifications  for a  thickness of  175micron  Permissible  variation  of  50  micron  including  testing  of coating at plant, including cost for careful handling using PVC coating, binding wires instead of G. I. wires to and from Plant) touching up the material    supplied    repair    work    etc    complete    as    per    detailed specifications.  (Lead  200km  from  plant)  etc  complete.  (Item  shall  be used for new structures.)
Note   :   The   item   should   be   executed   with   prior   approval   of Superintending Engineer.
FREQUENCY OF TEST OF FUSION BONDED EPOXY COAT
a) Coating thickness shall be tested at a frequency of not less than one full length bar every twenty bars for each size
b) continuity of coating shall be determined by testing one full length bar in every twenty bars for each size
c) Coating thickness over the whole of the coated bar section shall be determined  by  sectioning  and  examining  one  bar  in  every  twenty tonnes for each size.
d)  For  testing  adhesion  of  coating,  samples  shall  be  selected  from each size according to the frequency given below:
For all types of bar :   Minimum 1 for every diameter or as directed by engineer in charge
As directed by Engineer in Charge Metric Tonne 12213.00 815.00
866 Reinforced Cement Concrete 26.40 MORT and H 1600 Edition
2001.
Providing  Fusion  Bonded  Epoxy  Coating  (FBEC)  to  reinforced  bars  of 16mm   diameter  as  per  IS:  13620-1993 specifications  for a  thickness of  175micron  Permissible  variation  of  50  micron  including  testing  of coating at plant, including cost for careful handling using PVC coating, binding wires instead of G. I. wires to and from Plant) touching up the material    supplied    repair    work    etc    complete    as    per    detailed specifications.  (Lead  200km  from  plant)  etc  complete.  (Item  shall  be used for new structures.)
Note   :   The   item   should   be   executed   with   prior   approval   of Superintending Engineer.
FREQUENCY OF TEST OF FUSION BONDED EPOXY COAT
a) Coating thickness shall be tested at a frequency of not less than one full length bar every twenty bars for each size
b) continuity of coating shall be determined by testing one full length bar in every twenty bars for each size
c) Coating thickness over the whole of the coated bar section shall be determined  by  sectioning  and  examining  one  bar  in  every  twenty tonnes for each size.
d)  For  testing  adhesion  of  coating,  samples  shall  be  selected  from each size according to the frequency given below:
For all types of bar :   Minimum 1 for every diameter or as directed by engineer in charge
As directed by Engineer in Charge Metric Tonne 9524.00 815.00
867 Reinforced Cement Concrete 26.41 MORT and H 1600 Edition
2001.
Providing  Fusion  Bonded  Epoxy  Coating  (FBEC)  to  reinforced  bars  of 20mm   diameter  as  per  IS:  13620-1993 specifications  for a  thickness of  175micron  Permissible  variation  of  50  micron  including  testing  of coating at plant, including cost for careful handling using PVC coating, binding wires instead of G. I. wires to and from Plant) touching up the material    supplied    repair    work    etc    complete    as    per    detailed specifications.  (Lead  200km  from  plant)  etc  complete.  (Item  shall  be used for new structures.)
Note   :   The   item   should   be   executed   with   prior   approval   of Superintending Engineer.
FREQUENCY OF TEST OF FUSION BONDED EPOXY COAT
a) Coating thickness shall be tested at a frequency of not less than one full length bar every twenty bars for each size
b) continuity of coating shall be determined by testing one full length bar in every twenty bars for each size
c) Coating thickness over the whole of the coated bar section shall be determined  by  sectioning  and  examining  one  bar  in  every  twenty tonnes for each size.
d)  For  testing  adhesion  of  coating,  samples  shall  be  selected  from each size according to the frequency given below:
For all types of bar :   Minimum 1 for every diameter or as directed by engineer in chargecharge
As directed by Engineer in Charge Metric Tonne 7915.00 815.00
868 Reinforced Cement Concrete 26.42 MORT and H 1600 Edition
2001.
Providing  Fusion  Bonded  Epoxy  Coating  (FBEC)  to  reinforced  bars  of 25mm   diameter  as  per  IS:  13620-1993 specifications  for a  thickness of  175micron  Permissible  variation  of  50  micron  including  testing  of coating  at  plant  extra  cost  for  careful  handling  using  PVC  coating, binding wires instead of G. I. wires to and from Plant) touching up the material    supplied    repair    work    etc    complete    as    per    detailed specifications.  (Lead  200km  from  plant)  etc  complete.  (Item  shall  be used for new structures.)
Note   :   The   item   should   be   executed   with   prior   approval   of Superintending Engineer.
charge
As directed by Engineer in Charge Metric Tonne 6644.00 815.00
869 Reinforced Cement Concrete 26.44 MORT and H 1600 Edition
2001.
Providing  Fusion  Bonded  Epoxy  Coating  (FBEC)  to  reinforced  bars  of 32mm   diameter  as  per  IS:  13620-1993 specifications  for a  thickness of  175micron  Permissible  variation  of  50  micron  including  testing  of coating  at  plant  extra  cost  for  careful  handling  using  PVC  coating, binding wires instead of G. I. wires to and from Plant) touching up the material    supplied    repair    work    etc    complete    as    per    detailed specifications.  (Lead  200km  from  plant)  etc  complete.  (Item  shall  be used for new structures.)
Note   :   The   item   should   be   executed   with   prior   approval   of Superintending Engineer.
FREQUENCY OF TEST OF FUSION BONDED EPOXY COAT
a) Coating thickness shall be tested at a frequency of not less than one full length bar every twenty bars for each size
b) continuity of coating shall be determined by testing one full length bar in every twenty bars for each size
c) Coating thickness over the whole of the coated bar section shall be determined  by  sectioning  and  examining  one  bar  in  every  twenty tonnes for each size.
d)  For  testing  adhesion  of  coating,  samples  shall  be  selected  from each size according to the frequency given below:
For all types of bar :   Minimum 1 for every diameter or as directed by engineer in charge
As directed by Engineer in Charge Metric Tonne 5480.00 815.00
870 Reinforced Cement Concrete 26.46 BDF 20 Providing  and  fixing  in  position  after  hoisting,  precast  1:2  cement mortar reinforced jali 50 mm thick with 3 mm diameter mild steel bar reinforcement,  of  approved  design  on  both  side,  fixing  in  cement mortar 1:3 and curing etc. complete Bd. F. 20 Page No.
307
Square Metre 780.00 126.00
871 Reinforced Cement Concrete 26.47 BDF 20 Providing  and  fixing  in  position  after  hoisting,  precast  1:2  cement mortar reinforced jali 80 mm thick  with 3 mm diameter mild steel bar reinforcement,  of  approved  design  on  both  sides,  fixing  in  cement mortar 1:3 and curing etc .complete. Bd. F. 20 Page No.
308
Square Metre 1044.00 126.00
872 Reinforced Cement Concrete 26.58 BDF 41 Providing and laying Cast in situ/Ready Mix C.C. M-20 of trap metal for RCC  rectangular  grid  beam  with  slab  as  per  detailed  design  and drawing,  steel  centering,  formwork,  cover  blocks,  laying/pumping, compacting,  curing,  finishing  and  roughening  them  to  form  surface with  C.M.  1:3  of  sufficient  minimum  thickness  to  give  smooth  and even surface or roughening them if special finish is to be provided and curing  complete  (Excluding  reinforcement  and  structural  steel).  with fully   automatic   micro   processor   based   PLC   with   SCADA   enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.  With  fine  aggregate  (Natural  Sand  /  Crushed  sand  VSI Grade finely washed etc) Bd.F.6, Page No.300 / Bd.F.8,
Page No.302 and
B.7 Page No. 38.
Cubic Metre 12127.00 5716.00
873 Reinforced Cement Concrete 26.60 BDF 41 Providing and laying Cast in situ/Ready Mix C.C. M-25 of trap metal for RCC  rectangular  grid  beam  with  slab  as  per  detailed  design  and drawing   or   as   directed   including   dewatering   if   necessary,   steel centering,   formwork,   cover   blocks,   laying/pumping,   compacting, finishing   the   form   surface   with   C.M.   1:3   of   sufficient   minimum thickness  to  give  smooth  and  even  surface  or  roughening  them  if special   finish   is   to   be   provided   and   curing   complete   (Excluding reinforcement   and   structural   steel).   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Bd.F.6, Page No.300 / Bd.F.8,
Page No.302 and
B.7 Page No. 38.
Cubic Metre 12271.00 5716.00
874 Reinforced Cement Concrete 26.62 BDF 41 Providing and laying Cast in situ/Ready Mix C.C. M-30 of trap metal for RCC  rectangular  grid  beam  with  slab  as  per  detailed  design  and drawing   or   as   directed   including   dewatering   if   necessary,   steel centering,   formwork,   cover   blocks,    laying/pumping,compacting   , curing , finishing and roughening them to form surface with C.M. 1:3 of  sufficient  minimum  thickness  to  give  smooth  and  even  surface  or roughening   them   if   special   finish   is   to   be   provided   and   curing complete  (Excluding  reinforcement  and  structural  steel).  with  fully automatic  micro  processor  based  PLC  with  SCADA  enabled  concrete batch  mix  plant  (pan  mixer).  With  fine  aggregate  (Natural  Sand  / Crushed sand VSI Grade finely washed etc) Bd.F.6, Page No.300 / Bd.F.8,
Page No.302 and
B.7 Page No. 38.
Cubic Metre 12415.00 5716.00
875 Reinforced Cement Concrete 26.64 BDF Providing and laying Cast in situ/Ready Mix C.C. M-35 of trap metal for RCC  rectangular  grid  beam  with  slab  as  per  detailed  design  and drawing   or   as   directed   including   dewatering   if   necessary,   steel centering,   formwork,   cover   blocks,   laying/pumping,   compacting, finishing   the   form   surface   with   C.M.   1:3   of   sufficient   minimum thickness  to  give  smooth  and  even  surface  or  roughening  them  if special   finish   is   to   be   provided   and   curing   complete   (Excluding reinforcement   and   structural   steel).   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Bd.E.2 Page No. 288 and B.7 Page No 38 Cubic Metre 12484.00 5716.00
876 Reinforced Cement Concrete 26.66 BDF 41 Providing and laying Cast in situ/Ready Mix C.C. M-40 of trap metal for RCC  rectangular  grid  beam  with  slab  as  per  detailed  design  and drawing   or   as   directed   including   dewatering   if   necessary,   steel centering,   formwork,   cover   blocks,    laying/pumping,compacting, finishing   the   form   surface   with   C.M.   1:3   of   sufficient   minimum thickness  to  give  smooth  and  even  surface  or  roughening  them  if special   finish   is   to   be   provided   and   curing   complete   (Excluding reinforcement   and   structural   steel).   with   fully   automatic   micro processor   based   PLC   with   SCADA  enabled   reversible   Drum   Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Bd.E.4 Page No. 289 and B-7, Page No.38 Cubic Metre 12702.00 5716.00
877 Reinforced Cement Concrete 26.68 BDF Providing and fixing during laying in RCC Slab  rectangular 2 mm thick
M.S.  sheet  fan  hook  box  of   size  180x100  mm  with  required  depth with  holes  or  notches  as  required,  bottom  and  top  sides  of  1.6  mm
M.S. sheet fixed with 3.5 mm dia. round headed screws together with 12 mm dia. M.S. bar bent to shape with hooked ends for fan hook and painting to exposed surface
As directed by Engineer in charge Number 391.00 24.00
878 Brick Masonry 27.01 BDG 1 Providing  second  class  Burnt  Brick  masonry  with  conventional/  I.S. type  bricks  in  cement  mortar  1:6  in  foundations  and  plinth  of  inner walls/  in  plinth  external  walls  including  bailing  out  water  manually  , striking joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete. Bd.G. 1 Page No.
313
Cubic Metre 5820.00 1268.00
879 Brick Masonry 27.02 BDG 2 Providing first class  Burnt Brick  masonry  with  conventional/  I.S.  type bricks  in  cement  mortar  1:6  in  plinth  including  bailing  out  water manually,  striking  joints  on  unexposed  faces,  pointing  with  cement mortar 1:3 on exposed face and watering etc. Complete. Bd.G.2 Page No.
313
Cubic Metre 5999.00 1388.00
880 Brick Masonry 27.03 BDG 3 Providing  second  class  Burnt  Brick  masonry  with  conventional/  I.S. type  bricks  in  cement  mortar  1:6  in  plinth  as  backing  in  composite masonry  including  bailing  out  water  manually,  striking  joints,  raking out joints and watering etc Complete. Bd.G.3 Page No.
314
Cubic Metre 5628.00 1075.00
881 Brick Masonry 27.05 BDG 5 Providing  second  class  Burnt  Brick  masonry  with  conventional/  I.S. type  bricks  in  cement  mortar  1:6  in  superstructure  including  striking joints, raking out joints, watering and scaffolding etc. Complete Bd.G.5 Page No.
315
Cubic Metre 6004.00 1360.00
882 Brick Masonry 27.06 BDG 7 Providing  second  class  Burnt  Brick  masonry  with  conventional/  I.S. type bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of 2 bars of 6 mm diameter / 2 hoop iron  strips  25  mm  X  1.6  mm  placed   at  every  third  course,  properly bent and bonded at ends scaffolding, racking out joints and watering etc. complete. Bd.G.7 Page No.
316
Square Metre 815.00 162.00
883 Brick Masonry 27.07 BDG 8 Providing  Burnt  Brick-on-edge  masonry  with  second  class  bricks  of conventional  type  bricks  in  cement  mortar  1:3  including  mild  steel longitudinal reinforcement of 2 bars of 6mm diameter / one strips of hoop iron 25 mm X 1.6 mm placed at every third course, properly bent and  bonded  at  ends,  scaffolding,  raking  out  joints  and  watering  etc
.complete.
Bd.G.8 Page No.
317
Square Metre 596.00 141.00
884 Brick Masonry 27.08 BDG 9 Providing first class Burnt Brick masonry with conventional / I.S. type bricks  in  cement  mortar  1:4  including  scaffolding,  racking  out  joints pointing  in  C.M.  1:3  and  watering  in  pillars  of  rectangular  or  square shape as shown on the drawing or as directed etc.complete. Bd.G.9 (a) Page No. 317 Cubic Metre 7260.00 2158.00
885 Brick Masonry 27.09 BDG 9 Providing first class Brick masonry with conventional / IS. type bricks in cement mortar 1:4 including scaffolding, racking out joints pointing in C.M 1:3 and watering etc. in pillars of curved shapes, as shown on the drawing or as directed etc. complete. Bd.G.9 (b) Page No. 317 Cubic Metre 8565.00 2322.00
886 Brick Masonry 27.10 BDG 10 Providing  second  class  Burnt  Brick  masonry  with  conventional  /  I.S. type  bricks  in  cement  mortar  1:4  including  scaffolding,  racking  out joints and watering etc. in pillar of rectangular shapes as shown in the drawings or as directed complete. Bd.G.10 (a) Page No. 318 Cubic Metre 6374.00 1569.00
887 Brick Masonry 27.11 BDG 10 Providing  second  class  Burnt  Brick  masonry  with  conventional  /  I.S. type  bricks  in  cement  mortar  1:4  including  scaffolding,  racking  out joints  and  watering  etc.in  pillar  of  curved  shapes  as  shown  in  the drawing or as directed complete. Bd.G.10 (b) Page No. 318 Cubic Metre 7571.00 1711.00
888 Brick Masonry 27.12 BDG Providing  fly  ash  brick  masonry  with  conventional  /  I.S.  type  fly  ash bricks  in C.M. 1:6 in foundation and plinth including  bailing out water manually  striking  joints,  racking  out  joints  watering  and  scaffolding
etc. complete.
As director by engineer in charge and BDG- 2 and 5 Cubic Metre 5240.00 1268.00
889 Brick Masonry 27.13 BDG Providing fly  ash brick masonry  with  conventional/  I.S.  type bricks  in cement  mortar  1:6  in  superstructure  including  striking  joints,  raking out joints, watering and scaffolding etc. Complete As director by engineer incharge and BDG- 2 and 5 Cubic Metre 5412.00 1360.00
890 Brick Masonry 27.14 BDG Providing Second  class  fly  ash brick  masonry  with  conventional  /  I.S. type bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of two bars of 6 mm diameter / two hoop iron strips 25 mm x 1.60 mm at every third course, properly bent and  bounded  at  ends  scaffolding  raking  out  joints  and  watering  etc. complete. Bd. G. 7 Page 316 Square Metre 744.00 162.00
891 Brick Masonry 27.15 BDG Providing Autoclaved Aerated Concrete  Block  masonary  of Ecolite  or equivalent  make  conforming  to  IS:2185  (Part  3)  -  1984  in  extra  fine jointing    mortar    of    fixoblock    of    UltraTech    or    equivalent    in superstructure   including   striking    joints,   raking    out   joints    and scaffolding etc. Complete. (The test shall be carried out conforming to
IS:6441 (Part I) - 1972)
As directed by engineer in charge Cubic Metre 6119.00 1662.00
892 Brick Masonry 27.16 BDG Providing Autoclaved Aerated Concrete  Block  masonary  of Ecolite  or equivalent  make  conforming  to  IS:2185  (Part  3)  -  1984  in  extra  fine jointing  mortar  of  fixoblock  of  UltraTech  or  equivalent  in  Half  brick thick wall including striking joints, raking out joints and scaffolding etc. Complete. (The test shall be carried out conforming to IS:6441 (Part I) -
1972)
As directed by engineer in charge Square Metre 855.00 137.00
893 Stone Masonry 28.01 BDH 1 Providing  uncoursed  rubble  masonry  of  trap  /  granite  /  quartzite  / gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water manually , striking joints on un exposed faces and watering etc.complete. Bd.H.1 Page No.
329
Cubic Metre 4043.00 2008.00
894 Stone Masonry 28.02 BDH 2 Providing  uncoursed  rubble  masonry  of  trap  /  granite  /  quartzite  / gneiss stones in cement mortar 1:5 in basements including scaffolding, bailing out water manually, racking out joints when plastering is to be done striking joints where no pointing or plastering is to be done and watering etc.complete. Bd.H.2 Page No.
329
Cubic Metre 4147.00 2008.00
895 Stone Masonry 28.03 BDH 3 Providing  uncoursed  rubble  masonry  of  trap  /  granite  /  quartzite  / gneiss  stone  in  cement  mortar  1:3  in  basement  with  patent  water proofing  compound  added  to  it  at  rate  of  1  kg  per  bag  of  cement including  bailing  out  water  manually,  scaffolding  racking  out  joints when plastering is to be done and watering etc. complete. Bd.H.3 Page No.
331
Cubic Metre 4387.00 1689.00
896 Stone Masonry 28.04 BDH 4 Providing  uncoursed  rubble  masonry  of  trap  /  granite  /  quartzite  / gneiss stones in cement mortar 1:6 in superstructure including racking out  joints  when  plastering  is  to  be  done  /  striking  joints  when  no plastering   is   to   be   done   on   inside   watering   and   scaffolding
etc.complete.
Bd.H.4 Page No.
331
Cubic Metre 4450.00 2415.00
897 Stone Masonry 28.05 BDH 5 Providing  random  rubble  masonry  second  sort  of  trap  /  granite  / quartzite  /  gneiss  stones  in  cement  mortar  1:6  in  plinth  including bailing  out  water  manually   ,  striking  joints  on  unexposed  faces.
(Excluding pointing) etc.complete.
Bd.H.5 Page No.
331
Cubic Metre 3816.00 2068.00
898 Stone Masonry 28.06 BDH 6 Providing  random  rubble  masonry  second  sort  of  trap  /  granite  / quartzite  /  gneiss  stones  in  cement  mortar  1:6  in  superstructure racking out joints when plastering is to be done / striking joints when no  pointing  or  plastering  is  to  be  done  on  the  inside  watering  and
scaffolding etc.complete.
Bd.H.6 Page No.
332
Cubic Metre 4361.00 2303.00
899 Stone Masonry 28.07 BDH 7 Providing   random   rubble   masonry   first   sort   of   trap   /   granite   / quartzite  /  gneiss  stones  in  cement  mortar  1:6  in  external  walls  of plinth  including  bailing  out  water  manually  , racking  out joints  when pointing   is   to   be   done   and   striking   joints   from   inside   including
watering etc.complete.
Bd.H.7 Page No.
332
Cubic Metre 4771.00 2713.00
900 Stone Masonry 28.08 BDH 8 Providing random rubble masonry first sort of trap /granite / quartzite
/  gneiss  stones  in  cement  mortar  1:6  in  superstructure  including bailing out water manually  ,raking out joints from outside and striking joints  when  no  pointing  or  plastering  is  to  be  done  from  inside watering and scaffolding etc.complete.
Bd.H.8 Page No.
332
Cubic Metre 5050.00 2971.00
901 Stone Masonry 28.09 BDH 11 Providing  coursed  rubble  masonry  second  sort  of  trap  /  granite  / quartzite  /  gneiss  stones  in  cement  mortar  1:6  in  external  walls  of plinth including bailing out water manually , striking joints inside and raking out joints from outside and watering etc.complete Bd. H.11 Page No.
333
Cubic Metre 9525.00 2567.00
902 Stone Masonry 28.10 BDH 12 Providing  coursed  rubble  masonry  second  sort  of  trap  /  granite  / quartzite  /  gneiss  stones  in  cement  mortar  1:6  in  superstructure including raking out joints when plastering is to be done and striking joints  when  no  plastering  is  to  be  done  on  the  inside,  watering
scaffolding etc.complete.
Bd.H.12 Page No.
333
Cubic Metre 10006.00 2979.00
903 Stone Masonry 28.11 BDH 13 Providing   coursed   rubble   masonry   first   sort   of   trap   /   granite   / quartzite  /  gneiss  stones  in  cement  mortar  1:6  in  external  work  of plinth  including  bailing  out  water  manually, striking  joints  inside  and
watering etc.complete.
Bd.H.13 Page No.
333
Cubic Metre 10104.00 3146.00
904 Stone Masonry 28.12 BDH 14 Providing   coursed   rubble   masonry   first   sort   of   trap   /   granite   / quartzite  /  gneiss  stones  in  cement  mortar  1:6  in  superstructure including  racking  out  joints  on  the  inside  when  plastering  is  to  be done, watering and scaffolding etc. complete. Bd.H.14 Page No.
333
Cubic Metre 10789.00 3484.00
905 Stone Masonry 28.13 BDH 40 Providing coursed rubble masonry first sort for pillars of trap / granite
/  quartzite  /  gneiss  stones  in  cement  mortar  1:6  including  pointing with cement mortar 1:3 scaffolding and watering etc.complete.
Bd.H.40 Page No.
345
Cubic Metre 10138.00 4606.00
906 Concrete Block Masonry 29.01 BDI 1 Providing and laying masonry of I.S. Standard C.C. hollow block 100 x 200 x 400 mm with 100mm thick in cement mortar 1:6 proportion for superstructure including curing, scaffolding etc. complete. Bd.I.1 Page No.
349
Square Metre 1001.00 445.00
907 Concrete Block Masonry 29.02 BDI 1 Providing and laying masonry of I.S. Standard C.C. hollow block 200 x 200 x 400 with 200mm thick mm in cement mortar 1:6 proportion for superstructure including curing, scaffolding etc. complete. Bd.I.1 Page No.
349
Square Metre 1087.00 464.00
908 Concrete Block Masonry 29.03 BDI Providing  and  constructing  masonry  in  precast  solid  Concrete  Block (Grade  D-50  As  per  I.S.  2185,  Part-I,  1974,  Reframed  1987)  having compressive  strength  5-00  N/mm2)  of  size  (300  mm  x  200  mm  x 150mm)  in  cement  mortar  1:6  for  superstructure  including  striking joints   on  unexposed  faces,  racking  out  joints   on  exposed   faces, watering, curing and scaffolding etc. complete. As directed by Engineer in Charge. Cubic Metre 6274.00 1149.00
909 Concrete Block Masonry 29.04 BDI Providing   and   constructing   masonry   in   Autoclaved   Areaclaved   ( Celluar)  Concrete  Block  of  aproved  manufacturer  confirming  to  IS 2185  Part  III  1984  of  size  (  625x240x225)mm  in  extra  fine  jointing mortar  of  fixoblock  of  Ultra  Tech  or  equivalent  in  foundaions  and plinth  of  inner  walls/in  plinth  external  walls  including  bailing  out water,striking joints on unexposed faces,racking out joints on exposed faces and watering etc.complete As directed by Engineer in Charge. Cubic Metre 6799.00 1268.00
910 Concrete Block Masonry 29.05 BDI Providing   and   constructing   masonry   in   Autoclaved   Areaclaved   ( Celluar)  Concrete  Block  of  aproved  manufacturer  confirming  to  IS 2185  Part  III  1984  of  size  (  625x240x225)mm  in  extra  fine  jointing mortar  of  fixoblock  of  Ultra  Tech  or  equivalent  in  superstucture including,striking  joints,racking  out  joints  watering  and  scaffolding etc.complete As directed by Engineer in Charge. Cubic Metre 6865.00 1334.00
911 Concrete Block Masonry 29.06 BDI Providing   and   constructing   masonry   in   Autoclaved   Areaclaved (Celluar)  Concrete  Block  of  aproved  manufacturer  confirming  to  IS 2185  Part  III  1984  of  size  (625x  240x100)mm  in  extra  fine  jointing mortar of fixoblock of Ultra Tech or equivalent in half brick thick wall including   2   hoop   iron   strips   25mm   x   1.6mm   at   every   third course,properly  bend  and  bonded  at  ends  scaffolding  racking  out joints and watering compete As directed by Engineer in Charge. Square Metre 854.00 162.00
912 Concrete Block Masonry 29.11 BDI Providing   Green   Build   Product   (GBP)   Build   Fast   Plus   masonry ecofriendly wet mix /Blocks laying Adhesive is a pre-polymerized, wet mix jointing adhesive which is suitable for Building masonry walls with all kind of blocks with thickness of thin layer of 2mm to 4mm between masonry units. There is no need to pre-wet the Blocks nor to post cure the wall with water.Confirming to IS 2185 of size 75 x 240x 650 mm in superstructure  including  striking  joints,  racking  outjoints  faces  and scaffolding etc. complete. (As directed by Engineer in Charge) Square Metre 1222.00 450.00
913 Concrete Block Masonry 29.12 BDI Providing   Green   Build   Product   (GBP)   Build   Fast   Plus   masonry ecofriendly  wet  mix  /Blocks  of  size  100  X  240  x  650  mm  laying Adhesive  is  a  pre-polymerized,  wet  mix  jointing  adhesive  which  is suitable  for  Building  masonry   walls   with  all   kind  of  blocks   with thickness of thin layer of 2mm to 4mm between masonry units. There is  no  need  to  pre-wet  the  Blocks  nor  to  post   cure  the  wall  with water.Confirming to IS 2185 of size in superstructure including striking joints, racking out joints faces and scaffolding etc. complete. As directed by Engineer in Charge. Square Metre 1381.00 515.00
914 Concrete Block Masonry 29.13 BDI Providing   Green   Build   Product   (GBP)   Build   Fast   Plus   masonry ecofriendly  wet  mix  /Blocks  of  size  200  X  240  x  650  mm  laying Adhesive  is  a  pre-polymerized,  wet  mix  jointing  adhesive  which  is suitable  for  Building  masonry   walls   with  all   kind  of  blocks   with thickness of thin layer of 2mm to 4mm between masonry units. There is  no  need  to  pre-wet  the  Blocks  nor  to  post   cure  the  wall  with water.Confirming to IS 2185 of size in superstructure including striking joints, racking out joints faces and scaffolding etc. complete. As directed by Engineer in Charge. Square Metre 2255.00 579.00
915 Expansion Joint 30.01 BDK 1 Providing expansion joints in R.C.C. framed structure (interior column) with plain premoulded filler 25 mm thick including fixing T.W. battens on both faces and finishing as directed etc. Complete. Bd.K.1 Page No.
359
Square Metre 3392.00 905.00
916 Expansion Joint 30.02 BDK 1 Providing   expansion   joints   in   R.C.C.   framed   structure   (exterior Columns)  with  plain  premoulded  filler  25  mm  thick  and  3  mm  thick alluminium  plate,  hold  fast,  fixing  T.W.  battens  on  internal  face,
finishing etc. complete as directed.
Bd.K.1 Page No.
359
Square Metre 3979.00 928.00
917 Expansion Joint 30.03 BDK 1 Providing  expansion  joints  in  R.C.C.  framed  structure  (at  floor  level) with premoulded filler 25 mm thick and 3 mm thick aluminium plate as  required,  bitumen  poured  filler  and  fixing  T.W.  battens  on  rear
faces etc. complete as directed.
Bd.K.1 Page No.
359
Square Metre 4128.00 914.00
918 Expansion Joint 30.04 BDK 1 Providing expansion joints in R.C.C. framed structure (at terrace level) with premoulded filler 25 mm thick and 3 mm thick aluminium plate as  required,  bituminous  poured  filler,  fixing  lead,  flashing  on  upper side and T.W. battens on inner face finishing etc. Complete as directed. Bd.K.1 Page No.
359
Square Metre 4037.00 838.00
919 Expansion Joint 30.05 BDK 1A Providing  expansion  joints  in  reinforced  cement  concrete  framed structure   (interior   columns)   with   plain   premoulded   filler    with confirming to IS 1838,1961, 25 mm thick with 75 mm wide and 1 mm thick stainless steel plate finishing etc. complete as directed Bd K 1 A Square Metre 5129.00 1500.00
920 Expansion Joint 30.06 BDK 1B Providing expansion joints in R.C.C. framed structure (exterior column) with plain premoulded filler 25 mm thick with 75 mm wide and 1 mm thick stainless steel plate and finishing etc. complete. Bd.K.1 B Square Metre 5455.00 1500.00
921 Expansion Joint 30.07 BDK 1C Providing  expansion  joints  in  R.C.C.  framed  structure  (at  floor  level) with plain premoulded filler 25 mm thick with 75 mm wide and 1 mm thick stainless steel plat and finishing etc. complete. Bd.K.1 C Square Metre 4248.00 595.00
922 Expansion Joint 30.08 BDK 1D Providing expansion joints in R.C.C. framed structure (at Terrace level) with premoulded filler 25 mm thick with 40 mm wide and 1 mm thick stainless  steel  plate  as  required,  bitumen  poured  filler  and  finishing
etc. complete as directed.
Bd.K.1 D Square Metre 4224.00 595.00
923 Expansion Joint 30.09 BDK Providing and fixing of BITUFLEX CLOSE CELL FOAM of size 30 mm x 30 mm in double layer in the expansion joints in R.C.C framed structure (at floor level / at terrace level / interior columns) for overlapping of closed cell  foam joints, applying TP- 40 PRIMER  on both the sides  of concrete surface, filling the 25 mm x 25 mm gap with the POLYDEE-41 highly  flexible  sealant  and  covering  the  joint  with  Polydee-LM,  150 mm width in 2 coats etc. complete. As directed by Engineer in charge Running Metre 1977.00 206.00
924 Expansion Joint 30.10 BDK Providing and fixing of BITUFLEX CLOSE CELL FOAM of size 30 mm x 30 mm in double layer in the expansion joints in R.C.C. framed structure (Exterior  column)  with  closed  cell  foam  ,  applying  TP-40  PRIMER  on both the sides of concrete surface, filling the 25 mm x 25 mm gap with the  POLYSEAL,  highly  flexible  sealant  and  covering  the  joint  with Polydee- LM, 150 mm width in 2 coats and fixing the aluminium plate of  100  mm  wide  and  3  mm  thick  on  external  face  of  column  etc. complete.Note- for item no. 9 and 10 Prior approval of Superintending Engineer is Necessary before execution of work. As directed by Engineer in charge Running Metre 1947.00 164.00
925 Expansion Joint 30.11   Providing and fixing bituminous pad 25mm thick for expansion joints in retaining wall, compound wall etc. complete. As directed by Engineer in charge Square Metre 1301.00 149.00
926 Water Proofing 31.01 BDJ 2 Providing and laying damp proof course 50 mm thick in M20 cement
concrete   layer   and   bitumen   /   using   cement   with   waterproofing compound curing, formwork etc. complete.
Bd.J.2 Page No.
355
Square Metre 350.00 79.00
927 Water Proofing 31.02 BDJ 3 Providing and applying Bitumen VG30/VG40 layer at 2 kg. per square
meter over the terrace, structural  slab including cleaning the surface for waterproofing as directed complete
Bd.J.3 Page No.
356
Square Metre 95.00 12.00
928 Water Proofing 31.03 BDJ Providing  leak  proof  treatment  by  Injection  grouting  method  to  old floor   without   removing   tiles   of   W.C.,   bath,   with   cement   sand proportion  of  1:1.5  and  waterproofing  compound  at  2  kg/bag  of cement mixed in 35 liters of water including drilling holes in required position grouting with above mixed solution and ceiling etc. complete. As directed by Engineer in charge. Litre 32.00 12.00
929 Water Proofing 31.04 BDJ Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of  cement  slurry  admixed  with  approved  water  proofing  compound and  laying  the  brick  bats  on  bottom  layer  in  C.M.1:5  admixed  with approved  water  proofing  compound  filling  up  to  half  depth  of  brick bats, curing this layer for 3 days, applying cement slurry over this layer joints   of   brick   bats   with   C.M.1:3   admixed   with   approved   water proofing  compound  and  finally  top  finishing  with  average  20  mm. thick  layers  of  same  mortar  added  with  jute  fiber  at  1  Kg  per  bag including  finishing  the  surface  smooth  with  cement  slurry  admixed with  approved  water  proofing  compound.  Marking  finished  surface with false squares of 300mm x  300 mm. making the junctions at the parapet rounded and tapered top for required height, with drip mould at  the  junction  of  plaster  and  parapet  and  curing  and  covering  10 years  Guarantee  against  leakproofness  on  Court  fee  stamp  paper  of Rs. 500/- including ponding test etc. complete. As directed by Engineer in charge. Square Metre 937.00 482.00
930 Water Proofing 31.05 BDJ Providing  water  proof  bedding  for  flooring  of  Bath  and  WC  25  mm thick in C.M. 1:3 including using approved water proofing compound in specified proportion as per manufacturers specifications for per bag of cement including leveling, curing and covering 10 years  guarantee on  court  fee  stamp  paper  of  Rs.500/-  including  ponding  test  etc.
complete.
As directed by Engineer in charge. Square Metre 345.00 167.00
931 Water Proofing 31.06 BDJ Providing waterproof plaster in W.C. and bath 12 mm thick for dado in cement  mortar  1:3  with  neat  finishing,  floating  using  waterproofing compound at the rate of 1 kg. per bag of cement  of approved  make and manufacturer and curing etc. complete.  (Excluding Tiles)
(As directed by Engineer in Charge)
As directed by Engineer in charge. Square Metre 310.00 190.00
932 Water Proofing 31.07 BDJ Providing waterproof plaster in W.C. and bath 20 mm thick for dado in cement  mortar  1:3  with  neat  finishing,  floating  using  waterproofing compound at the rate of 1 kg. per bag of cement  of approved  make and  manufacturer  and  curing   (and  filling  joints  of  Nahani  trap  and any outlet by properly) etc. complete. As directed by Engineer in charge. Square Metre 425.00 217.00
933 Water Proofing 31.08 BDJ Removing  the  tar  or  coba  and  disposing  of  the  material  as  directed etc. complete. As directed by
Engineer in charge.
Square Metre 21.00 21.00
934 Water Proofing 31.09 BDJ Providing and applying water proofing treatment using acrylic polymer modified cement based water proofing coating with fibre glass  mesh mixing at the rate of powder to liquid (2:1) by weight covering 9 to 10 sqm  /kg  with  two  coat  using  approved  chemicals  for  masonry  and concrete  surface  by  brush  covering  7  years  guarantee  on  Stamp Papers etc. complete. As directed by Engineer in charge Square Metre 516.00 252.00
935 Water Proofing 31.10 BDJ Providing    and    laying    jointless    Polydee-LM,    a    highly    flexible elastometric   coating   for   RCC   /   cementitious   surface   for   terrace waterproofing on B.B. Coba / R.C.C, after application of TP-42 Primer on  perfectly  clean  surface  (free  from  loose  dust  and  foreign  matter) application  of  1st  coat  of  Polydee-LM  @  700  gms/sqm  and  applying 2nd coat of Polydee-LM @ 700 gms/sqm and finishing the same with sprinkling  the  AG-10  granules  on  the  wet  coating.  (After  finishing covering the treatment with 25mm cement plaster for protection with fibrillated 6mm Plyplast fibre @ 125 gms/sqm to be paid in separate item.)  covering  7  years  guarantee  on  Court  Fee  Stamp  Paper  of  Rs. 100/- etc. complete. As directed by Engineer in charge Square Metre 940.00 187.00
936 Water Proofing 31.11 BDJ Providing  and  applying  a  base  coat  comprising  of  1  Kg  Polydee-MC and 1 Kg fresh cement after wetting the surface followed by drying the surface  for  2  days,  apply  primer  coat  of  TP-40  and  after  drying, applying   Polydee-11   two   component   (mixing   ratio   2   A   :   1   B)   ) Antibacterial  food  grade  coating  inside  drinking  water  tank  in  two coats with time interval of minimum 8 hrs. covering 7 years guarantee on Court Fee Stamp Paper of Rs. 100/- etc. complete. As directed by Engineer in charge Square Metre 1068.00 187.00
937 Water Proofing 31.12 BDJ Providing  and  fixing  20  to  25  mm  thick  rough  shahabad  box  type waterproofing  for  basement   or  underground   floor  on   a  base   of Cement  concrete  1:3:6,  including  sub  base  of  2.50  centimeter  thick Cement mortar 1:3 with conceal, secrete (RMW), Algae proof or other alike waterproofing liquids, raking of joints upto 35 mm depth, filling the joints with 6 mm size crushed metal, hand grouting with cement slurry, curing and cleaning, with 7 years guarantee on court fee stamp of  Rs.  100/-  with  ponding  test  etc   complete.  (excluding  Cement concrete 1:3:6 base concrete ) Bd.J.2 Page No.
355
Square Metre 1054.00 314.00
938 Water Proofing 31.13 BDJ Providing  and  fixing  20  to  25  mm  thick  rough  shahabad  box  type waterproofing   treatment   to   vertical   outside   faces   of   Reinforced Cement  concrete  walls  of  basement  or  underground  floor  including filling  the  gap  of  25  mm  between  rough  shahabad  and  R.C.C.  walls with  cement  grout  mixed  with  water  proofing  liquid  Algae  proof  or other  alike  with  one  tile  lift  method,  brushing  the joints  horizontally with cement slurry mixed with water proofing liquid for width 30 to 35 mm  and  sloping  coping  over  topmost  tile  with  cement  mortar  1:3, butting  the  bottom  most  with  Cement  concrete  1:2:4  mixed  with water  proofing  liquid,  curing,  with  7  years  guarantee  on  court  fee stamp of Rs.100/- with ponding test etc complete. (excluding Cement concrete 1:3:6 base concrete) Bd.J.2 Page No.
355
Square Metre 1094.00 407.00
939 Water Proofing 31.14 BDJ Providing  and  laying  perforated  PVC  160  mm  dia  pipe  in  proper line,leveland slope including necessary material fitting etc. complete. As directed by Engineer in charge Running Metre 1044.00 312.00
940 Water Proofing 31.15 BDJ Providing  and  applying  required  coats  of  a  water  based UV  resistant Evercrete  Top  Seal  sealant  to  protect  natural  stone,  bricks,  concrete and wooden structures from water intrusion and staining due to water penetration and algue formation etc complete As directed by Engineer in charge. Square Metre 469.00 89.00
941 Water Proofing 31.16 BDJ Providing  and  applying  required  coats  of  a  water  based  Evercrete Deep Penetrating Sealer (DPS) on cement concrete surface like roads, beams, and columns, plastered walls, basements, roofs, potable water tanks  etc  to  react  with  cement  and  to  penetrate  concrete  structure thereby making it resistant to chemicals / chlorides water to make it dust  proof  and  to  act  as  a  water  resistant  at  the  same  time  which Strengthens  the  treated  surface  and  reduce  the  curing  period  etc complete.   -   Note   --   for   item   no.   7   to   4   prior   approval   of Superintending Engineer will be necessary As directed by Engineer in charge. Square Metre 729.00 99.00
942 Water Proofing 31.17   Providing water proofing treatment as per IS : 1346-1966 to generally inaccessible  sloping  Reinforced  Cement  Concrete  Terrace  slab  with bitumen felts in all positions in five course, consisting of applying cold bitumen primer coat at the rate of 2.5 litre per 10 Sqm., hot bitumen layer at the rate of 14.50 kg per 10 Sqm. and over the same layer of bitumen felt of type III grade (I) as per IS: 1332-1965 across the slope with  10  cm  overlap  commencing  at  lowest  level  and  again  applying hot  bitumen  course  at  the  rate  of  14.50  kg  per  10  Sqm.  and  finally spreading over it grit at the rate of 14.50 kg per 10 Sqm. including all lifts,  leads  and  scaffolding  whenever  necessary  complete as  directed with four years' guarantee on requisite stamp paper etc. complete. As directed by Engineer in charge Square Metre 504.00 171.00
943 Water Proofing 31.26 BDJ Providing waterproofing in W.C. and bath including brick bat coba  in all  position  including  providing  and  laying  12mm  bedding  in  cement mortor 1:3 on vergin concrete slab with waterproofing compound @ 1kg/per bag of cement laying brick bat coba of  required thickness in cm  1:5  with  waterproofing  compound  1  kg/bag  of  cement  grouting and  finishing  the  top  layer  with  20mm  thick  brick  bedding  in  cm mortor 1:3 with waterproofing compound 1 kg/per bag of cement and testing the treated portion for 48 hours by pond test and covering ten years'   guarantee   on   requisite   stamp   paper   including   curing   etc. complete. As directed by Engineer in charge Cubic Metre 5100.00 2670.00
944 Plastering and Pointing 32.01 BDL 1 Providing  internal  cement  plaster  6  mm  thick  in  a  single  coat  in cement  mortar  1:4  without  neeru  finish  to  concrete  surface  in  all positions including scaffolding and curing etc. complete. Bd.L.1 Page No.
367
Square Metre 168.00 132.00
945 Plastering and Pointing 32.02 BDL 1 Providing  internal  cement  plaster  6  mm  thick  in  a  single  coat  in cement  mortar  1:3  without  neeru  finish  to  concrete  surface  in  all positions including scaffolding and curing etc. complete. Bd.L.1 Page No.
367
Square Metre 172.00 132.00
946 Plastering and Pointing 32.03 BDL 2 Providing internal cement plaster 12mm thick in single coat in cement mortar  1:5  without  neeru  finish  to  concrete  or  brick  surfaces,  in  all positions including scaffolding and curing etc. complete. Bd. L.2 Page No.
368
Square Metre 228.00 162.00
947 Plastering and Pointing 32.04 BDL 2A Providing internal cement plaster 12mm thick in single coat in cement mortar  1:4  without  neeru  finish  to  concrete  or  brick  surfaces,  in  all positions including scaffolding and curing etc. complete. Bd. L.2 Page No.
368
Square Metre 234.00 162.00
948 Plastering and Pointing 32.05 BDL 2B Providing internal cement plaster 12mm thick in single coat in cement mortar  1:3  without  neeru  finish  to  concrete  or  brick  surfaces,  in  all position including scaffolding and curing etc. complete. Bd.L.2 Page No.
368
Square Metre 243.00 162.00
949 Plastering and Pointing 32.06 BDL 4 Providing  internal   cement  plaster  20mm  thick  in  Single  coats   in cement mortar 1:5 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete Bd.L.4 Page No.
368
Square Metre 386.00 267.00
950 Plastering and Pointing 32.07 BDL 4A Providing  internal   cement  plaster  20mm  thick  in  Single  coats   in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing  etc.complete. Bd.L.4 Page No.
368
Square Metre 392.00 267.00
951 Plastering and Pointing 32.08 BDL 4B Providing  internal  cement  plaster  20mm.  thick  in  Single  coats  in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete. Bd.L.4 Page No.
368
Square Metre 401.00 267.00
952 Plastering and Pointing 32.11 BDL 7 Providing   sand   faced   plaster   externally   in   cement   mortar   using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. Bd.L.7 Page No.
369
Square Metre 679.00 472.00
953 Plastering and Pointing 32.12 BDL 8 Providing   rough   cast   cement   plaster   externally   in   two   coats   to concrete,  brick  or  stone  masonry  surfaces  in  all  positions  with  base coat of 12 to 15 mm thick in C.M. 1:4 and rough cast treatment 12mm thick  in proportion  1:1  1/2:3  including scaffolding  and fourteen  days
curing complete.
Bd.L.8 Page No.
370
Square Metre 531.00 401.00
954 Plastering and Pointing 32.13 BDL 9 Providing  rough  cast  cement  plaster  externally  in  two  coats  with coloured cement finish to concrete/ brick/ stone masonry surfaces in all positions with base coat 12 to 15 mm. thick in C.M. 1:4 using gray cement  and  rough  cast  treatment  12  mm  thick  in  proportion  of  1:1 1/2:3  using  colour  pigment  including  scaffolding  and  fourteen  days
curing etc. complete.
Bd.L.9, Page No.370 Square Metre 538.00 401.00
955 Plastering and
Pointing
32.15 BDL 10 Providing  neeru  finish  to  plastered  surfaces  in  all  positions  including
scaffolding and curing etc. complete.
Bd. L.10, Page
No.370
Square Metre 51.00 45.00
956 Plastering and
Pointing
32.16 BDL 15A Providing  flush  grooved  pointing  with  cement  mortar  1:3  for  brick
work including scaffolding and curing etc. complete.
Bd. L.15 Page No.
372
Square Metre 140.00 123.00
957 Plastering and Pointing 32.17 BDL 15B Providing  flush  grooved  pointing  with  cement  mortar  1:3  for  stone masonry work including scaffolding and curing etc. complete. Bd. L.15 Page No.
372
Square Metre 149.00 123.00
958 Plastering and Pointing 32.18 BDL 16 Providing   tuck   pointing   with   cement   mortar   1:3   for   stone/Brick masonry including scaffolding and curing etc. complete. Bd. L. 16 Page No.
373
Square Metre 145.00 123.00
959 Plastering and Pointing 32.19 BDL 17 Providing weathered pointing with cement mortar 1:3 for stone/ Brick masonary including scaffolding and curing etc. complete. Bd. L. 17 Page No.
373
Square Metre 146.00 123.00
960 Plastering and
Pointing
32.20 BDL 18 Providing  vee  pointing  with  cement  mortar  1:3  for  stone  /  Brick
masonry including scaffolding and curing etc. complete
Bd. L. 18 Page No.
373
Square Metre 140.00 123.00
961 Plastering and Pointing 32.21 BDL Providing fine cement finish 1.5 mm thick over green plaster surface including scaffolding curing etc. complete. As directed by
Engineer in charge.
Square Metre 57.00 45.00
962 Plastering and Pointing 32.22 BDL Labour charges  for providing groove in external  plaster having  width and spaced as directed by engineer incharge etc. complete. As directed by
Engineer in charge.
Running Metre 39.00 39.00
963 Plastering and Pointing 32.23 BDL Providing patti/ band 75mm wide on plastered surface 12 mm to  15
mm thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc. complete.
As directed by
Engineer in charge.
Running Metre 30.00 23.00
964 Plastering and Pointing 32.24 BDL Providing patti/ band 100mm wide on plastered surface 12 mm to 15
mm thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc. complete.
As directed by
Engineer in charge.
Running Metre 45.00 35.00
965 Plastering and Pointing 32.25 BDL Providing patti/ band 150mm wide on plastered surface 12 mm to 15
mm thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc. complete.
As directed by
Engineer in charge.
Running Metre 62.00 47.00
966 Plastering and Pointing 32.26 BDL Providing  and  fixing  chicken  mesh  of  22  gauge,  with  about  30  cm. width at the junction of R.C.C members  and brick work, of approved quality  including  fixing   mesh  in   position  by   necessary   drilling   in concrete /B.B.masonry and or tying by binding wire etc. complete. As directed by Engineer in Charge: Running Metre 103.00 37.00
967 Plastering and Pointing 32.27 BDL Providing and applying plaster with plaster of paris in 6mm thickness
to  previously  plaster  surface  in  all  position  including  preparing  the surface scaffolding etc. complete.
As directed by
Engineer in Charge.
Square Metre 118.00 63.00
968 Plastering and Pointing 32.28 BDL Providing and applying spray plaster made with finely graded marble and quartz in 2 mm thickness in two coats using putty knife or trowel to newly plaster fairly even surface after minimum 30 days gap in all position including finishing the surface using zero number sand paper or  fine  emry  paper  gently  level  the  area  by  moving  paper  in  round circles  removing  the  dust  and  clean  the  surface  with  dry  cloth  and scaffolding including all materials and labour etc. complete. As directed by Engineer in Charge. Square Metre 255.00 48.00
969 Plastering and Pointing 32.29 BDL Providing  and  applying  laying  Aggregate  plaster  in  granite  /  marble stones, as decorative finish to give granite / marble like appearance to concrete, brick or block surfaces  in all  position including preparation of  surface  smoothly,  evenly  by  racking  of  joints  in  case  of  Brick  or block work including backing layer of 12 mm thick with cement mortar 1:3  with  2%  integral  cement  water  proofing  compound,  roughening for wall  keying hardening and  drying the  surface  for  a  minimum  five days   gaps   including   second   coat   of   cement   lime   mortar   into   a proportion  1:4  preparing  the  surface  for  three  coat  of  marble  finish plaster  giving  a  thin  coat  of  white  cement  and  two  parts  of  course calcite powder, applying the mortar with steel float on the surface in proper  evenness  applying  at  coat  of  white cement  and lime  to  set  a smooth  finish  then  applying  a  thin  coat  of  slurry  made  of  white cement  and  black  oxide  colour  in  required  proportion  by  the  steel float to get black streaks on the surface and curing the surface for two days including all materials and labour etc. complete. As directed by Engineer in Charge.