ROAD WORKS-I



SSR 2019-20 ROAD 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.
1 Road Survey and DPR 1.01   Fixing chainage Stone /Bench mark Stone / Center Stone / Apex Stone in  earth  and  all  sorts  of  soil  and  soft  murum  including  conveying excavated   material,    fixing   stone,   including   paintaining   lettering numbers and back filling etc. complete. As directed by Engineer in charge Number 138 132
2 Road Survey and DPR 1.02   Taking the trial pit for roads, alignment, C.D. Works in earth soil of all sorts,  sands  gravel  or  soft  murum,  including  stacking  the  excavated material  including  all  lifts  and  necessary  back  filling  upto  depth  1.5 meters As directed by Engineer in charge Cubic Metre 328 328
3 Road Survey and DPR 1.03   Taking the trial pit for roads, alignment, C.D. Works in earth soil of all sorts,  sands  gravel,  or  soft  murum,  including  stacking  the  excavated material  including  all  lifts  and  necessary  back  filling  upto  depth  3.0 meters As directed by Engineer in charge Cubic Metre 358 358
4 Road Survey and DPR 1.04   Taking the trial pit for roads, alignment, C.D. Works in Hard murum,
including   stacking   the   excavated   material   including   all   lifts   and necessary back filling upto depth 1.5 meters		 As directed by Engineer in charge Cubic Metre 447 447
5 Road Survey and DPR 1.05   Taking the trial pit for roads, alignment, C.D. Works in Hard murum,
including   stacking   the   excavated   material   including   all   lifts   and necessary back filling upto depth 3.0 meters		 As directed by Engineer in charge Cubic Metre 507 507
6 Road Survey and DPR 1.06   Taking the trial pit for roads, alignment, C.D. Works in Hard murum, and  Boulders  including  stacking  the  excavated  material  including  all lifts and necessary back filling upto depth 1.5 meters As directed by Engineer in charge Cubic Metre 567 567
7 Road Survey and DPR 1.07   Taking the trial pit for roads, alignment, C.D. Works in Hard murum, and  Boulders  including  stacking  the  excavated  material  including  all lifts and necessary back filling upto depth 3.0 meters As directed by Engineer in charge Cubic Metre 626 626
8 Road Survey and DPR 1.08   Fixing  survey  pegs  in  earth  and  all  sorts  Soil,  Sand,  Gravel,  Soft Murum, etc. including conveying, fixing etc. complete. As directed by Engineer in charge Number 8 8
9 Road Survey and DPR 1.09   Reconnaisance  Survey  of  Road  alignment  in  plain   country  including taking  three  dimensions  of  apexes,  verification  of  type  of  land  etc. alongwith the alignment etc. complete (Without Chaining). As directed by Engineer in charge Kilometre 1539 1415
10 Road Survey and DPR 1.10   Reconnaisance  Survey  of  Road  alignment  in  plain   country  including taking  three  dimensions  of  apexes,  verification  of  type  of  land  etc. alongwith the alignment etc. complete (With Chaining). As directed by Engineer in charge Kilometre 4077 3504
11 Road Survey and DPR 1.11   Reconnaissance  Survey  of  a   road  alignment  for  new  hilly   road utilising  exsisting  forest  cart  tracks  with  use  of  ghat  tracer  (if  found necessary), taking three dimensions of apexes including verification of type of land etc. complete. (Without Chaining) As directed by Engineer in charge Kilometre 4341 3478
12 Road Survey and DPR 1.12   Reconnaissance Survey of   road alignment for new hilly road utilising exsisting forest cart tracks with use of ghat tracer (if found necessary), taking  three  dimensions  of  apexes  including  verification  of  type  of land etc. complete. (With Chaining) As directed by Engineer in charge Kilometre 5415 4647
13 Road Survey and DPR 1.13   Reconnaissance   Survey   of   road  alignment  in  hilly  road  utilising exsisting forest cart tracks with use of ghat tracer (if found necessary), taking  three  dimensions  of  apexes  including  verification  of  type  of land etc. complete. (Without Chaining) . As directed by Engineer in charge Kilometre 2361 1713
14 Road Survey and DPR 1.14   Reconnaissance   Survey   of   road  alignment  in  hilly  road  utilising existing forest cart tracks  with use of ghat tracer (if found necessary), taking  three  dimensions  of  apexes  including  verification  of  type  of land etc. complete. (With Chaining) . As directed by Engineer in charge Kilometre 4537 3769
15 Road Survey and DPR 1.15   Detailed  survey  of  road  in  plain  country  including  chaining  and
levelling with cross sections at every two chains inclusive of closing of survey each day.		 As directed by Engineer in charge Kilometre 4816 2324
16 Road Survey and DPR 1.16   Detailed  survey  of  road  length  where  earthwork  is  partly  done
including chaining and levelling with cross sections at every two chains inclusive of closing survey each day.		 As directed by Engineer in charge Kilometre 4744 2324
17 Road Survey and DPR 1.17   Detailed survey  of road through  hilly country taking cross section at every  chains  or  as  required  including  chaining  ,  levelling  and  closing survey each day. As directed by Engineer in charge Kilometre 7788 3956
18 Road Survey and DPR 1.18   Detailed survey of road through hilly country taking cross section at every chains as desired including chaining ,levelling and closing survey each day utilising existing cart track. As directed by Engineer in charge Kilometre 5571 3559
19 Road Survey and DPR 1.19   Providing  and  Fixing  Wooden  survey  pegs  including  White  washing
etc. complete.		 As directed by Engineer in charge Number 28 15
20 Road Survey and DPR 1.2   Carrying  out  catchment  area  traverse  survey  of  minor  stream  (not traceable in toposheet) below 100 acres As directed by Engineer in charge Kilometre 1868 722
21 Road Survey and DPR 1.21   Cutting  down  branches  of  trees  ,  bushes  etc.  stacking  the  material neatly as directed (For Motarable Road) As directed by Engineer in charge Kilometre 5965 5965
22 Road Survey and DPR 1.22   Providing detailed layout plan of area in scale 1:500 including carrying out contour survey  and detailed Engineering plane table Survey  with the  help  of  24  Alidade.  The  dolomite  area  measurement  of  the  plot and   structures,   trees,   over   head   line   and   under   ground   service amenities within the area, with triangular method and giving detailes of  the  structures,  such  as  total  area,  type  of  building  and  distance from  all  corners  taking  trial  pit  0.5x0.5x2.00  m.-2Nos.  per  acre  and collection   of   record   from   city   survey   /   D.I.L.R.   authorities   and authentication.  The  plan  shall  be  traced  on  75  micron  polyster  film and  shall  be  submitted  along  with  three  Amonia  prints.  The  contour levels   shall   be  marked  at  0.5  Meter  intervals.  Note:-  The   items includes-   1)Traversing   work   with   theodolite   and   steel   tape.   2) Levelling Grid Work of the terrain.  3)Detailed Engineering Survey and contouring  work  of  the  terrain.     4)Plotting  work.     5)Collection  of Record.  a) up to 1 Acre MORTH Acre 7275 5659
23 Road Survey and DPR 1.23   Providing detailed layout plan of area in scale 1:500 including carrying out contour survey  and detailed Engineering plane table Survey  with the  help of  24' Alidade.  The dolomite  area  measurement  of the  plot and   structures,   trees,   over   head   line   and   under   ground   service amenities within the area, with triagular method and giving detailes of the structures, such as total area, type of building and distance from all   corners   taking   trial   pit   0.5x0.5x2.00   m.-2Nos.   per   acre   and collection   of   record   from   city   survey   /   D.I.L.R.   authorities   and authentication.  The  plan  shall  be  traced  on  75  micron  polyster  film and  shall  be  submitted  along  with  three  Amonia  prints.  The  contour levels   shall   be  marked  at  0.5  Meter  intervals.  Note:-  The   items includes-   1)Traversing   work   with   theodolite   and   steel   tape.   2) Levelling Grid Work of the terrain.  3)Detailed Engineering Survey and contouring  work  of  the  terrain.     4)Plotting  work.     5)Collection  of Record.  b) Above 1 Acre As directed by Engineer in charge Acre 7215 5659
24 Road Survey and DPR 1.24   Reconnaisance   survey   including   study   of   sheets,   maps   etc.   for alignment  including  3  dimension  of  apexes,  fixing  pegs,  chain  and compass  or  cross  staff  survey  with  L-Section  and  cross  section  of alignment at every 30 m or at every change of deviation whichever is less including fly levels at closing of day, fixing apex and B.M. stones of size 0.20*0.20*0.75 m  in  1:2:4 C.C. at every 200  m and preparation of   alignment   plans   and   all   type   of   compliance   if  required   from department. As directed by Engineer in charge Kilometre 24310 11168
25 Road Survey and DPR 1.25   Preparation of detailed Plans and Estimates of road including typing in  5  copies,  ammonia  prints,  with  colouring  of  plans,  proper  filing, indexing  and  paging  etc.  complete  and  all  types  of  compliance,  if
required from Department.		 As directed by Engineer in charge Kilometre 13397 11879
26 Road Survey and DPR 1.26   Survey  of  C.D.  works  including  taking  L-section  of  Road,  catchment area   plan   by   Traverse   method   and   taking    trial   pits   of   size 1.00x1.00x1.50   m   including   preparation   of   detailed   Plans   and Estimates in 5 copies and all types of compliance if required from the
Department.		 As directed by Engineer in charge Number 10298 7981
27 Road Survey and DPR 1.27   Survey of Minor bridge including taking L section of existing road and two  defined  cross  sections  ,one  of  U/s  and  one  of  D/s,  one  vergin cross  section on alternate   proposed cross  sections and bed slope of stream  upto   sufficient  long  distance  as   required  with  chain  and compass. Taking three trial pits of size 1.00x1.00x3.0 m and collecting samples of  materials at site for ascertaining the silt factor, unit weight test, specific gravity from Govt. approved laboratories( testing charges to be borne by the agency)  and preparation of detailed survey  data, submission  of  the  project  duly  typed  and  colouring  of  the  ammonia prints, site plan and other drawings etc. complete if required from the Department. As directed by Engineer in charge Number 50093 26395
28 Road Survey and DPR 1.28   Survey of major bridge including taking L-section of existing road two defined  cross  -sections  (one  at  U/S  and  one  at  D/s)  and  one  vergin cross  section on alternate   proposed cross  sections and bed slope of stream  upto   sufficient  long  distance  as   required  with  chain  and compass.Taking  5  trial   pits,  three  in  bed,  two   on  banks   of  size 2.00x2.00x3.00  m  for  collecting  samples   of   materials  at  site  for ascertaining the silt factor, unit weight test, specific gravity from Govt. approved laboratories (testing charges to be borne by the agency) and preparation  of  detailed  survey  data,  submission  of  the  project  duly typed and colouring of ammonia prints, site plan and other drawings etc.complete.    And    all    types    of    compliance    if    required    from Department. (Excluding taking trial bores and contouring) As directed by Engineer in charge Running Metre 1556 887
29 Road Survey and DPR 1.29   Contour  Survey  of  stream  U/S  and  D/S  of  proposed  bridge  site
including  levelling   at  every  30  X  30  m  preparing  contour  map  with Autocad prints etc.complete in 5 sets.		 As directed by Engineer in charge Square Metre 89161 54685
30 Road Survey and DPR 1.3   Survey of raised Causeway including reconnaissance,  taking L section of existing road one defined one vergin one alternate proposed cross section  and  stream  upto  sufficient  lengths  with  chain  and  compass taking  two  trial  pits  of  size  2.00x2.00x3.00  m.  collecting  samples  at site   ascertaining   silt   factor   and   preparation   of   detailed   survey data,submission  of  the  project  duly  typed  colouring  of  the  ammonia prints,site  plan  and  other  drawing  etc.complete  if  required  from Deparetment. As directed by Engineer in charge Number 41384 17904
31 Road Survey and DPR 1.31   Preparation  of  detailed  plans  and  estimates  of  Raise  Causeway  on the basis of the approved detailed survey data by competent authority including typing in 5 copies  ammonia  prints  site plan other drawings with colouring of plans proper filling indexing and paging etc.complete and all types of compliance if required from Department. As directed by Engineer in charge Number 9607 8295
32 Road Survey and DPR 1.32   Complete  survey  of  stream  having  catchment  area  upto  1  sq.  mile
including catchment survey taking necessary L.S./C.S. and other details etc. complete.		 As directed by Engineer in charge Number 7661 3172
33 Road Survey and DPR 1.33   Complete survey of stream having catchment area above  1 sq.  Mile
and  upto  5  sq.  Miles  including  taking  necessary  L.S./C.S.  and  other details etc. complete.		 As directed by Engineer in charge Number 13069 8665
34 Road Survey and DPR 1.34   Reconnaissance survey of alignment in plain country for approaches
to the bridge including taking three dimensions of apexes. ( Without chaining )		 As directed by Engineer in charge Kilometre 1465 1365
35 Road Survey and DPR 1.35   Fly levelling for carrying out bench mark. As directed by Engineer in charge Kilometre 1288 774
36 Road Survey and DPR 1.36   Detailed  survey  of  approaches  including  Chain  and  Compass  survey
along  bridge  alignment   and  approaches  including  closing  each  day work.		 As directed by Engineer in charge Kilometre 3563 2615
37 Road Survey and DPR 1.37   Taking   longitudinal   section   of   streams   extending   upstream   and downstream side of the  bridge site, requisite number of cross section of the stream on either sides  block contouring and other details  etc. complete. (Length of L.S. and C.S. for contouring to be worked out) As directed by Engineer in charge Kilometre 4358 3411
38 Road Survey and DPR 1.38   Demarcation of right of way (ROW) as per design using total station
including  calculation  of  co-ordinates  of  30  Meter  interval  on  both sides of road.		 As directed by Engineer in charge Kilometre 8290 4245
39 Road Survey and DPR 1.39   Preparation of Land Acquisition proposal  including collection of 7/12 and   8/A   documents   marking   alignment   on   village   maps   ,   area calculation,  preparation  of  proposal,  printing,binding,  etc.  complete and submission of 5  sets more ever liasoning  and coordination with revenue authorities with compliance if any until finalisation of award including  Joint measurement of the alignment.  For new alignment. As directed by Engineer in charge Kilometre 22104 9369
40 Road Survey and DPR 1.40   Preparation of Land Acquisition proposal  including collection of 7/12 and   8/A   documents   marking   alignment   on   village   maps   ,   area calculation,  preparation  of  proposal,  printing,bindind,  etc.  complete and submission of 5  sets more ever liasoning  and coordination with revenue authorities with compliance if any until finalisation of award including     Joint   measurement   of   the   alignment.     For    existing alignment. As directed by Engineer in charge Kilometre 18036 7848
41 Road Survey and DPR 1.41   Carrying of  detailed topographic survey by using  total station along the  existing  or new road including taking L-section and  cross section at  every  30  meter  ROW  ,taking  at  least  10  spot  levels  per  cross section,  picking   up  all  existing  details   inside  the  Row  like  electric telephone  line  ,  encroachments,  structures  etc.   connecting  all  the primary   total  station  control  points   by  G.I.S.Bench  marks  level  or whichever  available  with  department  using  auto  level  and  preparing Auto  CAD plan by using above data taking out 1 set of black and white printout  on  50  micron  polyster  film  sheet  A2  size  and  2  sets  of coloured  printout  on   A2  size  submitting  soft  copy  all  data  on  CD. Plain Terrain New Alignment As directed by Engineer in charge Kilometre 36465 15892
42 Road Survey and DPR 1.42   Carrying of  detailed topographic survey by using  total station along the  existing  or new road including taking L-section and  cross section at  every  30  meter  ROW  ,taking  at  least  10  spot  levels  per  cross section,  picking   up  all  existing  details   inside  the  Row  like  electric telephone  line  ,  encroachments,  structures  etc.   connecting  all  the primary   total  station  control  points   by  G.I.S.Bench  marks  level  or whichever  available  with  department  using  auto  level  and  preparing Auto  CAD plan by using above data taking out 1 set of black and white printout  on  50  micron  polyster  film  sheet  A2  size  and  2  sets  of coloured  printout  on   A2  size  submitting  soft  copy  all  data  on  CD. Plain Terrain Existing Alignment. As directed by Engineer in charge Kilometre 34827 14255
43 Road Survey and DPR 1.43   Carrying of  detailed topographic survey by using  total station along the  existing  or new road including taking L-section and  cross section at  every  30  meter  ROW  ,taking  at  least  10  spot  levels  per  cross section,  picking   up  all  existing  details   inside  the  Row  like  electric telephone  line  ,  encroachments,  structures  etc.   connecting  all  the primary   total  station  control  points   by  G.I.S.Bench  marks  level  or whichever  available  with  department  using  auto  level  and  preparing Auto  CAD plan by using above data taking out 1 set of black and white printout  on  50  micron  polyster  film  sheet  A2  size  and  2  sets  of coloured printout on  A2 size submitting soft copy all data on CD. Hilly Terrain New Alignment As directed by Engineer in charge Kilometre 46842 22898
44 Road Survey and DPR 1.44   Demarcation  of  Road  boundry  (ROW)  including  fixing  the  boundry stones of standard size  and shape including fixing in block of standard size of C.C. of 1:4:8 white washing at 30 M interval on both sides As directed by Engineer in charge Kilometre 40906 12070
45 Road Survey and DPR 1.45   Taking  trial  bores 75 to 100 mm for  53.0  to 88.9  mm core dia over burden  (  by  diamond  drilling  machine  )  such  as  soil  of  all  sorts,  soft murum,hard   murum   and   boulders   and   in   soft   rock   including   all materials such as casing pipes and accessories oil, grease, steel, rods, and such other materials as required (including conveying the material to  site  of  work)  .  Preserving  the  loose  sample  in  glass  jar  and  core sample  serially  on  site  of  work  and  conveying  the  same  to  HQ  of concernring office as directed.
a) over burden 0 to 50 meter.		 As directed by Engineer in charge Running Metre 1801 309
46 Road Survey and DPR 1.46   Taking trial bores 75 to 100 mm for 53.0 to 88.9 mm core dia in rocks as   specified   below   including   all   necessary    materials   such   as oil,grease,steel   boostan   and   such   other   materials   as   required (including conveying the material  to site of work) and Preserving the core sample serially on site of work and conveying the same to HQ of concernring office as directed.
Quartzite with diamond drill with Nx Bit 0 to 50 metre		 As directed by Engineer in charge Running Metre 6528 369
47 Road Survey and DPR 1.47   Taking trial bores 75 to 100 mm for 53.0 to 88.9 mm core dia in rocks as   specified   below   including   all   necessary    materials   such   as oil,grease,steel   boostan   and   such   other   materials   as   required (including conveying the material to site of work) and Preserving the core sample serially on site of work and conveying the same to HQ of concernring office as directed.
Quartzite with diamond drill with Ax Bit  0 to 50 metre		 As directed by Engineer in charge Running Metre 3722 671
48 Road Survey and DPR 1.48   Taking trial bores 75 to 100 mm for 53.0 to 88.9 mm core dia in rocks as   specified   below   including   all   necessary    materials   such   as oil,grease,steel   boostan   and   such   other   materials   as   required (including conveying the material  to site of work) and Preserving the core sample serially on site of work and conveying the same to HQ of concernring office as directed.
Other Rock  with diamond drill. 0 to 50 metre		 As directed by Engineer in charge Running Metre 3534 339
49 Road Survey and DPR 1.49   Providing tun tappa core boxes of jungle   wood of size1.25mx  0.35x 0.15m   for  preserving   core  sample   with   all  fixtures  and   fastening handles including  locking arrangment etc . complete. As directed by Engineer in charge Number 5119 1404
50 Road Survey and DPR 1.50   Providing  and  maintaining  temparory  platform  of  bore  location  in river bed in upto 1M of standing water and of size 3.50 x 4.00 M by using sand bags in layer for platform including all   required materials
labours etc. complete.		 As directed by Engineer in charge Number 12349 5424
51 Road Survey and DPR 1.51   Providing  and  maintaining  temporary  platform  for  erecting  boring machined in river bed to the depth of standing water 1m to 2m  and of size  3.50  x  4.00  M  by  using  20  Nos.  of  M.S.  empty  barrels  in  M.S. frame  made  of  M.S.  angle  size  50  x  50  x  5  mm  with  fabrication  and over it a jungle wood planks platform of size 3.50 x 4.00 x 0.03 M size including supplying of nylon rope 24 mm dia. for anchoring platform include passage platform and enganging a labour etc. complete.  1 m to 2 m As directed by Engineer in charge Number 20392 5424
52 Road Survey and DPR 1.52   Providing  and  maintaining  temparory  platform  for  erecting  boring machined in river bed to the depth of standing water 2 m and above and  of  size  3.50  x  4.00  M  by  using  20  Nos.  of  M.S.  empty  barrels  in
M.S. frame made of M.S. angle size 50 x 50 x 5 mm with fabrication and over it a jungle wood planks platform of size 3.50 x 4.00 x 0.03 M size  including  supplying  of  nylon  rope  24  mm  dia.   for  anchoring platform   include   passage   platform   and   enganging   a   labour   etc. complete.  2 m  and Above.		 As directed by Engineer in charge Number 20584 5424
53 Road Survey and DPR 1.53   Providing  and  maintaining  temparory  platform  for  inspection  from one bank to another bank of bore location in river bed in all depth of standing  water  of  size  1.30  x  2.00  M  by  using  4  Nos.  of  M.S.  empty barrels  in M.S. frame made   of   M.S. angle size 50 x  50 x  5 mm with fabrication  and  over  it  a  jungle  wood  planks  platform  of  size  1.30  x
2.00 x 0.03 M size including supplying of nylon rope 24 mm dia. and
300  M  length  of  movement  of  platform  enganging   a  labour   on inspection days etc. complete.		 As directed by Engineer in charge Number 16841 8407
54 Road Survey and DPR 1.54   Conveying the boring machine and engine and all its accessories etc. to  the  site  of  the  work  and  back  including  loading  unloading  etc. complete.  ( Note - Distance to be measured from the station of boring machine  engine  etc.  of  district  head  quarters  to  site  of  the  work  by
short route ).		 As directed by Engineer in charge Kilometre 76 12
55 Road Survey and DPR 1.55   Shifting boring plant with all its components and reinstalling the same at the directed place including all its charges etc. complete. As directed by Engineer in charge Shift 6261 5862
56 Road Survey and DPR 1.56   Providing detailed reports of the inspection logging of drilled hole by observing  visual  description  of  data  as  per  depth,  thickness  of  layer, type of sample, wash sample, bore recovery type of drill etc. complete. As directed by Engineer in charge Number 9438 0
57 Road Survey and DPR 1.57   Providing detailed geological reports of proposed site by maintaining geotechnical  investigation  of  structure  stratification  collecting  soil, rock  and  ground  water  samples  for  laboratory  tests  to  arrive  the foundation design parameters . Rock properties such as type of rock, jointing   fractures,   etc.   complete   with   suggestion   about   the   site foundation and remedies. As directed by Engineer in charge Report 38478 0
58 Road Survey and DPR 1.58   Preparing  land plans and land schedule  including carrying out plane table survey for Private / Forest land on both side of road in Rural and Urban areas. The work of plotting and certificate from T.I.L.R. or other authorities  shall  be  obtained  from  correctness  of  prepared  plans. Tracing ang taking out prints and preparing the requisite booklets duly bounds  and  printing  with  all  materials  etc.  Three  land  plan  booklets along with original tracing shall be supplied including procurement of village  maps  /  forest  land  plans  from  concern  authorities.Note  :  The item plane table includes following points 1 ) Carrying out plane table survey. 2) Plotting of duly surveyed area . 3) Collection of data  from
D.I.L.R.   authorities    and   verification   of   survey   maps   by   D.I.L.R. authorities  .  4)  Preparing  three  booklets  of  survey  maps  including taking  out  prints  of  survey  maps,  binding  etc.  5)  Carrying  out  plane table survey of the Private / Forest land along the road upto 30 meters on either side from the road centre.		 As directed by Engineer in charge Kilometre 35147 11755
59 Road Survey and DPR 1.59   Geometrical design of road horizontal and vertical curves for design speed specified by IRC including carrying out trail for optimising of civil cost minimising land acquisition and maximum use of existing facility and   preparation   of   widening   arrangement   drawing   for   insisting structures stake out date for horizontal alignment and working levels including super elevation effect etc. complete. As directed by Engineer in charge Kilometre 11804 4182
60 Road Survey and DPR 1.60   Transfering  and  taking  out  design  on  coordinates  of  baseline  on ground using nails for exsisting road surfaces and survey pegs for new alignments  including  taking  out  coordinates  for  horizontal  curves  at required  interval  of  50  meters   etc.  complete.  (  Extra   line   such  as right of way median edges to toe line not included). As directed by Engineer in charge Kilometre 11085 5373
61 Road Survey and DPR 1.61   Preparation of roadway, drawing (Plan And Profile ) on computer by using   Autocad   of   required   scale   showing   all   topo   feature   and proposed  construction  details  such  as  carriage  way  ,  median  service road, toe line, retaining walls, cross drainage works, major structures, etc.    complete.    Including    indexing,    level    tables,    legend,    basic information of project and design details etc. As directed by Engineer in charge Kilometre 7043 5464
62 Road Survey and DPR 1.62   Preparation  of  Engineering  drawing  as  strip  plan,  widening  scheme, index / key map, typical cross section, retaining walls, road furniture, general  arrangement  drawings  for  bus  bays  /  truck  lay-bays  /  rest areas / toll plaza / booths / and type drawing of pipe/ slab drains etc. on computer using Auto CAD. As directed by Engineer in charge Kilometre 7861 6282
63 Road Survey and DPR 1.63   Survey  of  C.D.  works  including  taking  L-Section  of  road,  catchment area  plan  by  Traverse  method  and  taking  trial  pits  of  size  1.50M  x 1.50M x 1.50M including preparation of detailed plans and estimates in   5   copies   and   all   types   of   compliance   if   required   from   the
department.		 As directed by Engineer in charge Number 6765 4332
64 Road Survey and DPR 1.64   Design of junctions including detail layout of traffic signs, informatory boards traffic islands. Breaks in median verge including working levels at junctions as per IRC standards etc. complete.
a) Major Junction		 As directed by Engineer in charge Number 25173 16078
65 Road Survey and DPR 1.65   Design of junctions including detail layout of traffic signs, informatory boards traffic islands. Breaks in median verge including working levels at junctions as per IRC standards etc. complete.
b) Minor Junction		 As directed by Engineer in charge Number 14508 8039
66 Road Survey and DPR 1.66   Preparaion   of   initial   design   of   flyovers   with   preparing   General Arrangement drawing with dimensions  etc. complete and preparation of  rough  estimate  for  all  components  of  bridge.  Including  supplying four  copies  of  coloured  drawings  and  copy  of  drawing  on  C.D.  ( excluding geotechnical and structural design part.) As directed by Engineer in charge Running Metre 726 117
67 Road Survey and DPR 1.67   Preparation  of draft / Final  Report comprising of technical, financial economic   feasibility   and   environmental   aspects   of   the   project including executive summary and detailed chapters  on necessity  and introduction  of  project  existing  and  future  traffic,  design  philosophy scope  of  work,  summary  of  available  cost  estimates  justification  for rates adopted, key points of execution, salient features of the project, location of toll plaza, toll rate / policy to be adopted and specification of  major  construction  items  etc.  in  8  copies  having  attractive  cover and binding s directed by engineer in charge etc. complete. As directed by Engineer in charge Number 241994 173387
68 Road Survey and DPR 1.68   Preparation  of  Autocad  drawing  with  colour  print  for  Building  / Bridge / Road/ CD Works in required size etc. complete. - A-0 Size As directed by Engineer in charge Number 3713 3350
69 Road Survey and DPR 1.69   Preparation  of  Autocad  drawing  with  colour  print  for  Building  / Bridge / Road/ CD Works in required size etc. complete. A-1 Size As directed by Engineer in charge Number 3277 2954
70 Road Survey and DPR 1.70   Preparation  of  Autocad  drawing  with  colour  print  for  Building  / Bridge / Road/ CD Works in required size etc. complete. A-2 Size As directed by Engineer in charge Number 2445 2284
71 Road Survey and DPR 1.71   Autocad drawing with colour print out for   Building / Bridge / Road/ CD Works in required size etc. complete. A-0 Size As directed by Engineer in charge Number 145 0
72 Road Survey and DPR 1.72   Autocad drawing with colour print out for   Building / Bridge / Road/ CD Works in required size etc. complete. A-1 Size As directed by Engineer in charge Number 97 0
73 Road Survey and DPR 1.73   Autocad drawing with colour print out for   Building / Bridge / Road/ CD Works in required size etc. complete. A-2 Size As directed by Engineer in charge Number 48 0
74 Road Survey and DPR 1.74   Autocad drawing with colour print out for   Building / Bridge / Road/ CD Works in required size etc. complete. A-3 Size As directed by Engineer in charge Number 18 0
75 Road Survey and DPR 1.75   Autocad drawing with colour print out for   Building / Bridge / Road/ CD Works in required size etc. complete. A-4 Size As directed by Engineer in charge Number 12 0
76 Road Survey and DPR 1.76   Deploying Automated Traffic Count and classification system on Road (Two Lane) in both direction at designated traffic count post by using High  Definition  Cameras..Collecting  the  Non  Editable  Data  In  DVR System   with  necessary   electronic   and   electrical   arrangements   or inventor  of  required  capacity  Classification  of  data  as  per  vehicle category as required with the help of software and submitting the the reports to the concerned department in hard copies as well as in soft copy, including using necessary technical manpower etc. complete.
A) Up to 7 Days  (Two Lane)		 As directed by Engineer in charge Day 30373 11664
77 Road Survey and DPR 1.77   Deploying Automated Traffic Count and classification system on Road (One Lane) in both direction at designated traffic count post by using High  Definition  Cameras..Collecting  the  Non  Editable  Data  In  DVR System   with  necessary   electronic   and   electrical   arrangements   or inventor  of  required  capacity  Classification  of  data  as  per  vehicle category as required with the help of software and submitting the the reports to the concerned department in hard copies as well as in soft copy, including using necessary technical manpower etc. complete.
B) Extra charges for every additional lane (If required)		 As directed by Engineer in charge Day 22560 9708
78 Road Sub grade 2.01 MORTH 201 Cutting  down  trees  including  trunks  and branches  with girths  above 30cm to 60cm and stacking the materials neatly with all lifts and lead of 1000m as directed and earth filling in the depression / pit if any. MORTH 201 Number 411 371
79 Road Sub grade 2.02 MORTH 201 Cutting  down  trees  including  trunks  and branches  with girths  above 60cm to 90cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any. MORTH 201 Number 683 563
80 Road Sub grade 2.03 MORTH 201 Cutting  down  trees  including  trunks  and branches  with girths  above 90cm to 180cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any. MORTH 201 Number 1405 1245
81 Road Sub grade 2.04 MORTH 201 Cutting  down  trees  including  trunks  and branches  with girths  above 180cm  to  270cm  and  stacking  the  materials  neatly  with  all  lifts  and lead of 1000m. as directed and earth filling in the depression/pit if any. MORTH 201 Number 2406 2166
82 Road Sub grade 2.05 MORTH 201 Cutting  down  trees  including  trunks  and branches  with girths  above 270cm  to  450cm  and  stacking  the  materials  neatly  with  all  lifts  and lead of 1000m. as directed and earth filling in the depression/pit if any. MORTH 201 Number 2485 2335
83 Road Sub grade 2.06 MORTH 201 Cutting  down  trees  including  trunks  and branches  with girths  above 450cm  and  stacking  the  materials  neatly  with  all  lifts  and  lead  of 1000m. as directed and earth filling in the depression/pit if any. MORTH 201 Number 2720 2556
84 Road Sub grade 2.07 MORTH 201 Clearing grass and removal of rubbish up to a distance of 50 metres
outside the periphery of the area .		 MORTH 201 Square Metre 3 3
85 Road Sub grade 2.09 MORTH 201 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable  material to  be used or auctioned up to  a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. MORTH 201 Square Metre 9 9
86 Road Sub grade 2.10 MORTH 301 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as  directed. By Manual Means. (with prior permission of S.E.)   Cubic Metre 241 241
87 Road Sub grade 2.11 MORTH 301 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. MORTH 301 Cubic Metre 73 6
88 Road Sub grade 2.13 MORTH 301 Excavation   for   roadway   in   hard   murum   and   boulder   including dressing  section  to  the  required  grade,  camber  and  side  slopes  and conveying   the   excavated   materials   with   all   lifts   upto   a   lead   of 50m.and spreading for embankment or stacking as directed. MORTH 301 Cubic Metre 84 6
89 Road Sub grade 2.14 MORTH 301 Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading or stacking as
directed.		 MORTH 301 Cubic Metre 120 18
90 Road Sub grade 2.15 MORTH 301 Excavation for roadway in hard rock by controlled blasting including dressing  section  to  the  required  grade,  camber  and  side  slopes  and conveying  the  excavated  materials  with  all  lifts  upto  a  lead  of  50m. and spreading for embankment or stocking as directed. MORTH 301 Cubic Metre 167 20
91 Road Sub grade 2.16 MORTH 301 Excavation  for  roadway  in  hard  rock  by  wedging  and  chiselling  or line  drilling  including dressing section to  the required grade, camber and  side  slopes  and  conveying  the  excavated  materials  with  all  lifts upto  a  lead  of  50m.  and  spreading  for  embankment  or  stacking  as
directed.		 MORTH 301 Cubic Metre 1047 321
92 Road Sub grade 2.18 MORTH 309 Excavation  for  catch  /  side  water  gutter  in  all  sorts  of  soils  to  the specified  section  including  stacking  the  excavated  stuff  in  a  regular bund and disposing of unsuitable or excess stuff as directed all sorts of
soils.		 MORTH 309 Cubic Metre 73 5
93 Road Sub grade 2.20 MORTH 309 Excavation for catch / side water gutter in Hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. MORTH 309 Cubic Metre 84 5
94 Road Sub grade 2.21 MORTH 309 Excavation  for  catch  /  side  water  gutter  in  Soft  rock  strata  to  the specified  section  including  stacking  the  excavated  stuff  in  a  regular bund and disposing of unsuitable or excess stuff as directed. MORTH 309 Cubic Metre 141 18
95 Road Sub grade 2.22 MORTH 309 Excavation for catch / side water gutters in  Hard rock strata to the specified  section  including  stacking  the  excavated  stuff  in  a  regular bund by chiselling and wedging and disposing of unsuitable or excess
stuff as directed.		 MORTH 309 Cubic Metre 1047 321
96 Road Sub grade 2.23 MORTH 305 Watering   and   compacting   of   embankment   formed   of   materials obtained from the road cutting within a lead of 50 m, not less than 97
% of standard Proctor density after laying them in layers of 20 cm. to
30 cm. with vibratory roller.		 MORTH 305 Cubic Metre 71 3
97 Road Sub grade 2.24 MORTH 305 Watering   and   compacting   of   embankment   formed   of   materials obtained  from  the  road  cutting  within  a  lead  of  50  m,  not  less  than 97% of standard Proctor density after laying them in layers of 20 cm.
to 30 cm. with Power roller.		 MORTH 305 Cubic Metre 57 3
98 Road Sub grade 2.25 MORTH 305 Conveying  materials  obtained  from  road  cutting  including  all  lifts, laying  in  layers  of  20cm  to  30cm.  breaking  clods,  dressing  to  the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. MORTH 305 Cubic Metre 139 72
99 Road Sub grade 2.26 MORTH 305 Conveying  materials  obtained  from  road  cutting  including  all  lifts, laying  in  layers  of  20cm.  to  30cm.  breaking  clods,  dressing  to  the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition
as directed.		 MORTH 305 Cubic Metre 285 167
100 Road Sub grade 2.27 MORTH 305 Providing   earth   work   in   embankment   with   approved   materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete.
(Material obtained from departmental Land)		 MORTH 305 Cubic Metre 155 6
101 Road Sub grade 2.28 MORTH 305 Providing   earth   work   in   embankment   with   approved   materials obtained  from  other  sources  upto  lead  of  50m.  including  all  lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with  vibratory  roller  with  V-Sat  attachment  to  achieve  not less  than 97 % of standard proctor density  etc. complete   (  Material  obtained from Other sources) MORTH 305 Cubic Metre 424 6
102 Road Sub grade 2.29a MORTH 408 Supplying hard murum/ kankar at the road site, including conveying
and stacking complete.		 MORTH 408 Cubic Metre 327 43
103 Road Sub grade 2.29b MORTH 408 Supplying  soft  murum  at  the  road  site,  including  conveying  and
stacking complete.		 MORTH 408 Cubic Metre 297 43
104 Road Sub grade 2.30 MORTH 408 Spreading  hard  murum/  soft  murrum/  gravel  or  kankar  for  side
width complete		 MORTH 408 Cubic Metre 63 63
105 Road Sub grade 2.31 MORTH 408 Compacting the hard murum side widths including laying in layers on
each   side   with   vibratory   roller   including   artificial   watering   etc. complete.		 MORTH 408 Square Metre 16 3
106 Road Sub grade 2.32   Picking  the  road  surface  including  sectioning  etc.  complete  (WBM surface.) As directed by Engineer in charge Square Metre 20 10
107 Road Sub grade 2.33   Picking   the   road   surface   including   sectioning   etc.   complete   (BT surface.) As directed by Engineer in charge Square Metre 28 10
108 Road Sub grade 2.34   Providing dry rubble stone   pitching 23 cm (about 9 ) thick including all material, quarry spalls, labour etc. complete. As directed by Engineer in charge Square Metre 317 92
109 Road Sub grade 2.35 MORTH 402 Providing,   laying   and   spreading   soil   on   a   prepared   sub   grade, pulverizing, mixing the spread soil  in place with rotavator with 3 per cent slaked lime with minimum content of 70 per cent of CaO, grading with  motor  grader  and  compacting  with  the  road  roller  at  OMC  to achieve atleast 98 per cent of the max dry density to form a layer of
sub base.		 MORTH 402 Cubic Metre 510 25
110 Road Sub grade 2.36 MORTH 402 Providing,   laying   and   spreading   soil   on   a   prepared   sub   grade, pulverizing, adding the designed quantity of cement to the spread soil, mixing  in  place  with  rotavator,  grading  with  the  motor  grader  and compacting  with  the  road  roller  at  OMC  to  achieve  the  desired unconfined   compressive   strength   and   to   form   a   layer   of   sub-
base/base.		 MORTH 402 Cubic Metre 623 25
111 Road Sub grade 2.37 MORTH 402 Laying  and  spreading  available  soil  in  the  sub-grade  on  a  prepared surface, pulverizing, mixing the spread soil in place with rotavator with 3 per cent slaked lime having minimum content of 70 per cent of CaO, grading  with  motor  grader  and  compacting  with  the  road  roller  at OMC to the desired density to form a layer of improved sub grade. MORTH 402 Cubic Metre 474 19
112 Road Sub grade 2.39 MORTH 403 Construction  of  embankment  with  Flyash  conforming  to  table  1  of IRC: SP: 58 - 2001 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC: SP: 58-2001 and as per
approved plans.		 MORTH 403 Cubic Metre 107 7
113 Road Sub Base and Base Course 3.01 MORTH 401 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material MORTH 401 Cubic Metre 1569 29
114 Road Sub Base and Base Course 3.02 MORTH 401 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material MORTH 401 Cubic Metre 1569 29
115 Road Sub Base and Base Course 3.03 MORTH 401 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401-- Plant Mix Method and Grading - III Material MORTH 401 Cubic Metre 1569 29
116 Road Sub Base and Base Course 3.04 MORTH 401 Construction of granular sub-base by providing close graded material, spreading  in  uniform  layers  with  motor  grader  /  Paver   on  prepared surface,  mixing  by  mix  in  place  method  with  rotavator  at  OMC,  and compacting  with  vibratory  roller  to  achieve  the  desired  density, complete as per clause 401 -- By Mix in Place Method and Grading - I
Material		 MORTH 401 Cubic Metre 1381 26
117 Road Sub Base and Base Course 3.05 MORTH 401 Construction of granular sub-base by providing close graded material, spreading  in  uniform  layers  with  motor  grader  /  Paver  on  prepared surface,  mixing  by  mix  in  place  method  with  rotavator  at  OMC,  and compacting  with  vibratory  roller  to  achieve  the  desired  density, complete as per clause 401 -- By Mix in Place Method and Grading - II
Material		 MORTH 401 Cubic Metre 1381 26
118 Road Sub Base and Base Course 3.06 MORTH 401 Construction of granular sub-base by providing close graded material, spreading  in  uniform  layers  with  motor  grader/  Paver  on  prepared surface,  mixing  by  mix  in  place  method  with  rotavator  at  OMC,  and compacting  with  vibratory  roller  to  achieve  the  desired  density, complete as per clause 401 -- By Mix in Place Method and Grading -
III Material		 MORTH 401 Cubic Metre 1381 26
119 Road Sub Base and Base Course 3.07 MORTH 403 Lime,  Fly  ash  Stabilized  Soil  Sub-Base  --  Construction  of  Sub-base using  lime  -  Fly  ash  admixture  with  granular  soil,  free  from  organic matter/  deleterious  material  or  clayey  silts  and  low  plasticity  clays having   PI   between   5   and   20   and   liquid   limit   less   than   25   and commercial dry lime, slaked at site or pre-slaked with CaO content not less than 50 per cent, Fly ash to conform to gradation as per clause 4.3 of IRC: 88-1984, lime + Fly ash content ranging between 10 to 30 per cent, the minimum un-confined compressive  strength  and CBR  value after 28 days curing and 4 days soaking to be 7.5kg/sq, cm and 25 per cent respectively, all as specified in IRC: 88-1984. MORTH 403 Cubic Metre 1018 9
  Road Sub Base and Base Course 3.08 MORTH 404 Cement  Treated  Crushed  Rock  or  combination  as  per  clause  403.2 and  table  400.4  in  Sub  base/  Base  --Providing,  laying  and  spreading Material  on  a  prepared  sub  grade,  adding  the  designed  quantity  of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base course.        
120 Road Sub Base and Base Course a MORTH 404 A) For Sub-base Course MORTH 404 Cubic Metre 1877 25
121 Road Sub Base and Base Course b MORTH 404 B) For Base Course MORTH 404 Cubic Metre 1802 25
122 Road Sub Base and Base Course 3.09 MORTH 305.4.3 Scarifying  the  existing  granular  road  surface  to  a  depth  of  50  mm
and disposal  of scarified material  within all  lifts and leads upto  1000 metres.		 MORTH 501.8.2.1 Square Metre 38 31
123 Road Sub Base and Base Course 3.10 MORTH 202 Dismantling   of   flexible   pavements   and   disposal   of   dismantled materials  up  to  a  lead  of  1000  metres,  stacking  serviceable  and unserviceable materials separately etc. complete. MORTH 202 Cubic Metre 350 185
124 Road Sub Base and Base Course 3.11 MORTH 202 Dismantling  of  cement  concrete  pavement  by  mechanical  means using pneumatic  tools, breaking to pieces  not exceeding 0.02 cum in volume  and  stock   piling  at  designated  locations   and  disposal   of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. MORTH 202 Cubic Metre 1025 139
125 Road Sub Base and Base Course 3.12 MORTH 404.3.1 Making 50 mm x 25 mm furrows, 45 degree to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse  including  sweeping  and  disposal  of  excavated material  within
1000 metres lead		 MORTH 404.3.1 Square Metre 7 6
126 Road Sub Base and Base Course 3.13 MORTH 404.3.1 Making 50 mm x 50 mm furrows, 45 degree to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse  including  sweeping  and  disposal  of  excavated material  within
1000 metres lead		 MORTH 404.3.1 Square Metre 13 12
127 Road Sub Base and Base Course 3.14   Brooming the W.B.M. surface by wire Brushes, coir brushers, dusting, cleaning   etc.   for   receiving   the   bituminous   treatment   complete. Brooming the water Bound Macadam surface by wire.   Square Metre 14 14
128 Road Sub Base and Base Course 3.18 MORTH 404 Providing,  laying,  spreading  and  compacting  stone  aggregates  of specific   sizes   to   water   bound   macadam   specification   including spreading  in  uniform  thickness,  hand  packing  to  proper  grade  and camber,  applying  and  brooming  requisite  type  of  screening/  binding Materials  to  fill  up  the  interstices  of  coarse  aggregate,  watering  and compacting   with   Vibratory   roller.   to   the   required   density.   By Mechanical  Means  -  Grading  I   (Using  Screening  Type  A  (13.2)  mm Aggregate) MORTH 404 Cubic Metre 1500 30
129 Road Sub Base and Base Course 3.19 MORTH 404 Providing,  laying,  spreading  and  compacting  stone  aggregates  of specific   sizes   to   water   bound   macadam   specification   including spreading  in  uniform  thickness,  hand  packing  to  proper  grade  and camber,  applying  and  brooming  requisite  type  of  screening/  binding Materials  to  fill  up  the  interstices  of  coarse  aggregate,  watering  and compacting   with   vibratory   roller   to   the   required   density.   By Mechanical  Means  -Grading   I   (Using  Screening  Type  B  (11.2  mm) Aggregate) MORTH 404 Cubic Metre 1475 30
130 Road Sub Base and Base Course 3.20 MORTH 404 Providing,  laying,  spreading  and  compacting  stone  aggregates  of specific   sizes   to   water   bound   macadam   specification   including spreading  in  uniform  thickness,  hand  packing  to  proper  grade  and camber,  applying  and  brooming  requisite  type  of  screening/  binding Materials  to  fill  up  the  interstices  of  coarse  aggregate,  watering  and compacting   with   vibratory   roller   to   the   required   density.   By Mechanical  Means  -  Grading  II   (Using  Screening  Type  B  (11.2  mm) Aggregate) MORTH 404 Cubic Metre 1650 30
131 Road Sub Base and Base Course 3.21 MORTH 405 Crushed Cement Concrete Sub-base / Base - Breaking and crushing of material obtained by breaking damaged cement concrete slabs to size range  not  exceeding  75  mm  as  specified  in  table  400.7  transporting the aggregates obtained from breaking of cement concrete slabs at a lead  of   1  km.,  laying  and  compacting  the  same  as  sub  base/  base course, constructed as WBM to clause 404 except the use of screening or binding material. MORTH 405 Cubic Metre 324 180
132 Road Sub Base and Base Course 3.22 MORTH 405.2 Penetration Coat Over Top Layer of Crushed Cement Concrete Base -- Spraying  of  bitumen  over  cleaned  dry  surface  of  crushed  cement concrete base at the rate of 25 kg per 10 sqm by a bitumen pressure distributor, spreading of key aggregates at the rate of 0.13 cum per 10 sqm  by  a  mechanical  gritter  and  rolling  the  surface  as  per  clause 506.3.8 MORTH 405.2 Square Metre 19 2
133 Road Sub Base and Base Course 3.23 MORTH 406 Wet  Mix  Macadam  --  Providing,  laying,  spreading  and  compacting graded  stone  aggregate  to  wet  mix  macadam  specification  including premixing  the  Material  with  water  at  OMC  in  mechanical  mix  plant carriage  of  mixed  Material  by  tipper  to  site,  laying  in  uniform  layers with  paver  in  sub-  base  /  base  course  on  well  prepared  surface  and compacting  with  vibratory  roller  to  achieve  the  desired  density. Laying By Grader/Paver. MORTH 406 Cubic Metre 1624 33
134 Road Sub Base and Base Course 3.24 MORTH 410 Crusher  Run  Macadam  Base  --  Providing  crushed  stone  aggregate, depositing  on  a  prepared  surface  by  hauling  vehicles,  spreading  and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base -- By Mix in Place Method for 53 mm maximum size MORTH 410 Cubic Metre 1410 21
135 Road Sub Base and Base Course 3.25 MORTH 410 Crusher  Run  Macadam  Base  --  Providing  crushed  stone  aggregate, depositing  on  a  prepared  surface  by  hauling  vehicles,  spreading  and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base -- By Mix in Place Method for 45 mm maximum size MORTH 410 Cubic Metre 1410 21
136 Road Sub Base and Base Course 3.26 MORTH 410 Crusher  Run  Macadam  Base  --  Providing  crushed  stone  aggregate, depositing  on  a  prepared  surface  by  hauling  vehicles,  spreading  and mixing with a motor grader, watering and compacting with a vibratory roller  to  clause  410  to  form  a  layer  of  sub-base/Base  --  By  Mixing Plant Method for 53 mm maximum size MORTH 410 Cubic Metre 1619 19
137 Road Sub Base and Base Course 3.27 MORTH 410 Crusher  Run  Macadam  Base  --  Providing  crushed  stone  aggregate, depositing  on  a  prepared  surface  by  hauling  vehicles,  spreading  and mixing with a motor grader, watering and compacting with a vibratory roller  to  clause  410  to  form  a  layer  of  sub-base/Base  --  By  Mixing Plant Method for 45 mm maximum size MORTH 410 Cubic Metre 1619 19
138 Road Sub Base and Base Course 3.28 MORTH 202 Dismantling of existing B.T. Surface (flexible Pavement) to a depth of
50   mm.   manually   including   loading   of   dismantled   material   to transport vehicle at site excluding lead charges		 MORTH 202 Square Metre 23 19
139 Road Sub Base and Base Course 3.29 MORTH 502 Prime   coat   -   Providing   and   applying   primer   coat   with   bitumen emulsion on prepared surface of granular Base including cleaning of road  surface  and  spraying,  primer  at  the  rate  of  0.60  kg/sqm  using
mechanical means.		 MORTH 502 Square Metre 20 1
140 Road Sub Base and Base Course 3.30 MORTH 503 Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on
B.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are considered
to arrive at rates)		 MORTH 503 Square Metre 11 1
141 Road Sub Base and Base Course 3.31 MORTH 503 Providing and applying tack coat on the prepared surface heating by fames  in  Boiler  and  spraying  bitumen  with  sprayer  on  Dry  /  Hungry
B.T.  surface  3 kg/10  sqm. (VG-30 bulk bitumen rates  are  considered
to arrive at rates)		 MORTH 503 Square Metre 13 1
142 Road Sub Base and Base Course 3.32 MORTH 503 Providing and applying tack coat on the prepared surface heating by flames  in  Boiler  and  spraying  bitumen  with  sprayer  on    Granular surface  treated  with  primer  @  2.75  kg/10  sqm(VG-30  bulk  bitumen rates are considered to arrive at rates) MORTH 503 Square Metre 12 1
143 Road Sub Base and Base Course 3.33 MORTH 503 Providing and applying tack coat on the prepared surface heating by flames  in  Boiler  and  spraying  bitumen  with  sprayer  on  Concrete surface treated with primer @  3.25  kg/10  sqm (VG-30 bulk bitumen rates are considered to arrive at rates) MORTH 503 Square Metre 14 1
144 Road Sub Base and Base Course 3.34 MORTH 503 Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributer at the rate of 0.20 kg per Sq.M. on the prepared bituminous cleaned with mechanical broom MORTH 503 Square Metre 10 1
145 Road Sub Base and Base Course 3.35a MORTH  505 Providing   and   constructing   75   mm.   thick   Modified    Penetration Macadam  (MPM)  road  surface  including  all  materials,  preparing  the existing  road  surface,  spreading  40  mm.  stone  metal  layers  30% crusher   broken  metal   +  70%  Hand  broken  (by  breaking  rubble obtained  by  blasting)  heating  and  spraying  the   bitumen  of  specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel  static  roller  having  weight  8  to  10  MT.  to  achive  the  desired degree  of  compaction  as  per  Technical  Specification  Clause  506  etc. complete.   Including  picking  of  existing  WBM  surface.  (VG-30  bulk bitumen rates are considered to arrive at rates) IRC-SP-20, 2002
Clause No. 8.7.3		 Square Metre 183 6
146 Road Sub Base and Base Course 3.35b MORTH  505 Providing   and   constructing   75   mm.   thick   Modified    Penetration Macadam  (MPM)  road  surface  including  all  materials,  preparing  the existing  road  surface,  spreading  40  mm.  stone  metal  layers  100% crusher broken metal with conical crusher plant heating and spraying the   bitumen  of  specified  grade  @  2  Kg/sqm,  spreading  12  mm.size chips compacting with three wheel static roller having weight 8 to 10 MT.  to  achive  the  desired  degree  of  compaction  as  per  Technical Specification  Clause  506  etc.  complete.   Including  picking  of  existing WBM surface. (VG-30 bulk bitumen rates  are considered  to  arrive  at rates) IRC-SP-20, 2002
Clause No. 8.7.3		 Square Metre 199 6
147 Road Sub Base and Base Course 3.36a MORTH  505 Providing  and  constructing  75  mm.  thick  Modified   Penetraction Macadam (MPM)   road surface including all  materials, preparing the existing  road  surface,  spreading  40  mm.  stone  layers  metal  30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting) , heating and spraying the  bitumen of specified grade  @  2  kg  /  sqm  ,  spreading  12mm.size  chips  compacting  with three  wheel  static  roller  having  weight  8  to  10  MT.  to  achive  the desired  degree  of  compaction  as  per  Technical  Specification  Clause 506  etc.complete,  including  applying  tack  coat  of  specified  grade  of bitumen at the rate of 0.30 Kg Sqm. on existing bitumen surface. (VG- 30 bulk bitumen rates are considered to arrive at rates) IRC-SP-20, 2002
Clause No. 8.7.3		 Square Metre 181 2
148 Road Sub Base and Base Course 3.36b MORTH  505 Providing  and  constructing  75  mm.  thick  Modified   Penetraction Macadam (MPM)   road surface including all  materials, preparing the existing  road  surface,  spreading  40  mm.  stone  layers  metal  100% crusher   broken   metal   with   conical   crusher   plant    ,   heating   and spraying  the   bitumen  of  specified  grade  @  2  kg  /  sqm  ,  spreading 12mm.size  chips  compacting  with  three  wheel  static  roller  having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical  Specification  Clause  506  etc.complete,  including  applying tack coat of specified grade of bitumen at the rate of 0.30 Kg Sqm. on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates) IRC-SP-20, 2002
Clause No. 8.7.3		 Square Metre 197 2
149 Road Sub Base and Base Course 3.37a MORTH  505 Providing   and   constructing   50   mm.   thick   Modified    Penetration Macadam (MPM)  road surface including all mataerials, preparing the existing   road   surface,   spreading   40mm.   stone   metal   layers   30% crusher   broken  metal   +  70%  Hand  broken  (by  breaking  rubble obtained  by  blasting)  heating  and  spraying  the   bitumen  of  specified grade  @  1.75  kg/sqm,  spreading  12mm.size  chips  compacting  with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506  etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates) IRC-SP-20, 2002
Clause No. 8.7.3		 Square Metre 145 8
150 Road Sub Base and Base Course 3.37b MORTH  505 Providing   and   constructing   50   mm.   thick   Modified    Penetration Macadam (MPM)  road surface including all mataerials, preparing the existing  road  surface,  spreading  40mm.  stone  metal  layers  100% crusher broken metal with conical crusher plant heating and spraying the  bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips  compacting  with   static  roller  having  weight  8  to  10  MT.  to achive    the    desired    degree    of    compaction    as    per    Technical Specification Clause 506   etc. complete.   Including picking of existing WBM  surface.(VG-30  bulk  bitumen  rates  are  considered  to  arrive  at rates) IRC-SP-20, 2002
Clause No. 8.7.3		 Square Metre 156 8
151 Road Sub Base and Base Course 3.38a MORTH  505 Providing  and  constructing   50  mm.   thick    Modified    Penetration Macadam  (MPM)  road  surface  including  all  materials,  preparing  the existing  road  surface,  spreading  40mm.  stone  layers   metal   30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting) , heating and spraying the bitumen of specified grade  @  1.75  kg  /  sqm,  spreading  12mm.size  chips  compacting  with Static roller having weight 8 to 10 MT. to achive the desired degree of compaction  as  per  Technical  Specification  Clause  506  etc.complete, including applying tack coat of bitumen 0f specified grade at the rate of 0.30 Kg Sqm.(on existing bitumen surface.) IRC-SP-20, 2002
Clause No. 8.7.3		 Square Metre 138 2
152 Road Sub Base and Base Course 3.38b MORTH  505 Providing  and  constructing   50  mm.   thick    Modified    Penetration Macadam  (MPM)  road  surface  including  all  materials,  preparing  the existing  road  surface,  spreading  40mm.  stone  layers  metal  100% crusher   broken   metal   with   conical   crusher   palnt,   heating   and spraying  the  bitumen  of  specified  grade  @  1.75  kg  /  sqm,  spreading 12mm.size  chips  compacting with  Static  roller  having weight  8 to  10 MT.  to  achive  the  desired  degree  of  compaction  as  per  Technical Specification Clause 506 etc.complete, including applying tack coat at the  rate  of  0.30  Kg  Sqm.on  existing  bitumen  surface.  (VG-30  bulk bitumen rates are considered to arrive at rates) IRC-SP-20, 2002
Clause No. 8.7.3		 Square Metre 148 2
153 Road Sub Base and Base Course 3.39 MORTH 506 Providing, laying and compacting of Built-up-spray grout layer 75 mm thick   over   prepared   base   consisting   of    two   layers   composite construction of compacted crushed coarse aggregates with application of  bituminous binder of biyumen of specified Grade @ 1.520 Kg/ Sqm after  each  layer,  (  i.e  1.520x2=3.04  say  3.00  Kg/Sqm)  and  with  key aggregates  placed  on  top  of  the  second  layer  and  compacting  with static roller 8 to 10 MT. Excluding cost of tack coat and  scarifying etc. Complete.(VG-30 bulk bitumen rates are considered to arrive at rates) IRC- 47 Square Metre 229 3
154 Road Sub Base and Base Course 3.40 MORTH 504 BITUMINOUS  MACADAM:  Proving  and  laying  bituminous  macadam using  crushed  aggregates  of  Grading  1,    premixed  with  bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 80/100 mm compacted thickness with 3.3 % using specified grade of Bitumen. -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller.(VG-30 bulk bitumen rates are considered to arrive at rates) MORTH 504 Cubic Metre 5201 64
155 Road Sub Base and Base Course 3.42 MORTH 504 BITUMINOUS MACADAM:--Providing and laying bituminous macadam using  crushed  aggregate  of  Grading  1,  premixed  with  bituminous binder,  transported  at  site  with  VTS,  laid  over  a  previously  prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 80/100 mm compacted thickness with drum mix  type hot mix  plant with SCADA having complying essential features of Hot mix plant as per IRC-27 2009 specified conditions and attachments     such     as     electronic     load     sensor     based     belt conveyers,automatic   synchronization   of   bitumen   and   aggregate fedder,built  in  dust  controller  system  and  PLC  for  Drum  Mix  plant
,Sensor  paver,and  Vibratory  roller  excluding  prime/Tack  coat  etc. complete  --Bitumen   3.30%  of  specified  grade  (VG-30  bulk  bitumen rates are considered to arrive at rates)		 MORTH 504 Cubic Metre 4758 65
156 Road Sub Base and Base Course 3.44 MORTH 505 DENSE    BITUMINOUS    MACADAM:    Proving    and    laying    dense bituminous   macadam   using   crushed   aggregates   of   Grading   1, premixed  with  bituminous  binder  of  specified  grade  of  Bitumen  @
4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100  mm  compacted  thickness  .USING  Batch  mix  type  hot  mix plant  with  SCADA,  Sensor  Paver,  Vibratory  roller  with  Stone  Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates)		 MORTH 507 Cubic Metre 6415 68
157 Road Sub Base and Base Course 3.46 MORTH 505 DENSE    BITUMINOUS    MACADAM:--Providing    and    laying    dense bituminous macadam using crushed aggregate of grading 1, premixed with  bituminous  binder  Bitumen  of  specified  grade,@  4.50  %  by weight of total mix and filler, transported at site with VTS, laid over a previously  prepared  surface  ,  finished  to  the  required  grade  ,level, alignment,and  rolling  to  achieve  the  desired  density  for  76/100  mm compacted  thickness  with  drum  mix  type  hot  mix  plant  with  SCADA having  complying  essential  features  of  Hot  mix  plant  as  per  IRC-27- 2009  specified  conditions  and  attachments  such  as  electronic  load sensor  based  belt  conveyers,  automatic  synchronization  of  bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix  plant  ,Sensor  paver,  and  Vibratory  roller  excluding  prime/Tack coat etc. complete --Bitumen VG-30 grade with stone dust filler (VG- 30 bulk bitumen rates are considered to arrive at rates) MORTH 507 Cubic Metre 5875 68
158 Road Sub Base and Base Course 3.48 MORTH 507 BITUMINOUS  CONCRETE:-  Providing  and  laying  bituminous  concrete using  crushed  aggregates  of  grading  1,  premixed  with  bituminous binder @ 5.20 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required  grade,  level,  alignment,  and  rolling  to  achieve  the  desired compaction   for 50 mm compacted thickness  with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING  Batch  mix  type  hot  mix  plant  with  SCADA,  Sensor  Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) MORTH 509 Cubic Metre 6793 69
159 Road Sub Base and Base Course 3.50 MORTH 507 BITUMINOUS  CONCRETE:--Providing  and  laying  bituminous  concrete using  crushed  aggregate  of  grading  1,   premixed  with  bituminous binder  @5.40%  by  weight  of  total  mix  and  filler,  transported  at  site with  VTS,  laid  over  a  previously  prepared  surface,  finished  to  the required  grade  ,level,  alignment,  and  rolling  to  achieve  the  desired density  for  50mm  compacted  thickness  with  drum  mix  plant  with SCADA,  Sensor  paver  and  Vibratory  roller  excluding  prime/Tack  coat etc. complete --Bitumen of specified grade with stone dust filler. (VG- 30 bulk bitumen rates are considered to arrive at rates) MORTH 509 Cubic Metre 6730 69
160 Road Surfacing Course 4.01 MORTH 513 Providing  bituminous  Type  A  liquid  seal  coat  on bituminous  surface including  supplying  all  materials  and  bitumen  of  specified  grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm.  by  mechanical  means,  spreading  chips  and  rolling,  by  static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) MORTH 513 Square Metre 47 1
161 Road Surfacing Course 4.03 MORTH 511 Providing  and  laying  of  Type  -  B  premix  seal  coat  with  HMP  of approprate   crushed  stone  chipping  6.70  mm  size  and  penetration bitumen of specified grade @ 0.68 Kg / Sqm. , preparing existing road surface  including  mixing  in  suitable  Batch  Mix   plant  and  rolling  by static  roller  having  weight  8  to  10  MT.  etc.  complete.  (VG-30  bulk bitumen rates are considered to arrive at rates) MORTH 513 Square Metre 45 1
162 Road Surfacing Course 4.04 MORTH 510 Surface  Dressing  --  Providing  and  laying  surface  dressing  as  wearing course in single coat using crushed stone aggregates of specified size on  a  layer  of  bituminous  binder laid  on prepared  surface and  rolling with 8-10 tonne smooth wheeled steel roller. --
a)  19  mm  nominal  chippling  size  (bitumen  12.00  kg/10  Sq.M.)  -- Bitumen of specified grade (VG-30 bulk bitumen rates are considered to arrive at rates)		 MORTH 510 Square Metre 52 1
163 Road Surfacing Course 4.05 MORTH 510 Surface  Dressing  --  Providing  and  laying  surface  dressing  as  wearing course in single coat using crushed stone aggregates of specified size on  a  layer  of  bituminous  binder laid  on prepared  surface and  rolling with 8-10 tonne smooth wheeled steel roller. --
b)  13  mm  nominal  chippling  size  (bitumen  10.00  kg/10  Sq.M  -- Bitumen of specified grade (VG-30 bulk bitumen rates are considered to arrive at rates)		 MORTH 510 Square Metre 50 1
164 Road Surfacing Course 4.06 MORTH 510 Surface  Dressing  --  Providing  and  laying  surface  dressing  as  wearing course in single coat using crushed stone aggregates of specified size on  a  layer  of  bituminous  binder laid  on prepared  surface and  rolling with 8-10 tonne smooth wheeled steel roller. --
c) 10 mm nominal chippling size (bitumen 9.0 kg/10 Sq.M -- Bitumen of specified grade (VG-30 bulk bitumen rates are considered to arrive at rates)		 MORTH 510 Square Metre 47 1
165 Road Surfacing Course 4.07 MORTH 510 Surface  Dressing  --  Providing  and  laying  surface  dressing  as  wearing course in single coat using crushed stone aggregates of specified size on  a  layer  of  bituminous  binder laid  on prepared  surface and  rolling with 8-10 tonne smooth wheeled steel roller. --
d) 6 mm nominal chippling size (bitumen 7.50 kg/10 Sq.M -- Bitumen of specified grade (VG-30 bulk bitumen rates are considered to arrive at rates)		 MORTH 510 Square Metre 41 1
166 Road Surfacing Course 4.11 MORTH 510 Open  Graded  Premix  Surfacing-  Providing  and  Laying  OGC  20  mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot  mix  plant  with  SCADA,  Paver  and  Vibratory  roller(  over  BT Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) MORTH 511 Square Metre 122 4
167 Road Surfacing Course 4.12 MORTH 510 Open  Graded  Premix  Surfacing-  Providing  and  Laying  OGC  20  mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot  mix  plant  with  SCADA,  Paver  and  Vibratory  roller  (  Over  MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) MORTH 511 Square Metre 126 4
168 Road Surfacing Course 4.13 MORTH 511 9 MM  SEAL  COAT:  Providing and laying of Type A 9mm premix  seal coat with HMP of apropriate capacity crushed stone chiping 6.7 mm size  and  penetration  bitumen   of  specified   grade  @   1.2kg/Sq.m, preparing existing road surface by mechanical means, spreading chips and   rolling,   by   static   roller   having   weight   8   to   10   MT.   etc. complete.(VG-30 bulk bitumen rates are considered to arrive at rates) MORTH 513 Square Metre 67 5
169 Rigid Pavement 5.01 MORTH 602 Providing  and  laying  in-situ   M30  Grade  unreinforced  plain  cement concrete  pavement  over a prepared sub base with 43 grade cement , coarse  and  fine  aggregate(  natural  sand/  VSI  grade  finely  washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation  as per Table 600-3 of MORTH Specification 2013, mixed  in  a  batching  and  mixing  plant/  non tilting  mixer  and  Weigh batcher  as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades  as directed by Engineer-in-charge  and  curing   by  curing  compound  /by  providing cement  vata  in  cement  Mortar  1:8  @0.6m  X  0.6m  centre  to  centre, admeasuring  80  mm  at  bottom  and  40  mm  at  top  with   depth  of 75mm  and  maintaining  the  same  throughout  curing  period  by  any other method approved by Engineer-in-charge. MORTH 602 Cubic Metre 5903 167
170 Rigid Pavement 5.02 MORTH 602 Providing  and  laying  in-situ   M35  Grade  unreinforced  plain  cement concrete  pavement  over a prepared sub base with 43 grade cement , coarse  and  fine  aggregate  (  natural  sand/  VSI  grade  finely  washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation  as per Table 600-3 of MORTH Specification 2013, mixed  in  a  batching  and  mixing  plant/  non tilting  mixer  and  Weigh batcher  as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades  as directed by Engineer-in-charge  and  curing   by  curing  compound  /by  providing cement  vata  in  cement  Mortar  1:8  @0.6m  X  0.6m  centre  to  centre, admeasuring  80  mm  at  bottom  and  40  mm  at  top  with   depth  of 75mm  and  maintaining  the  same  throughout  curing  period  by  any other method approved by Engineer-in-charge. MORTH 602 Cubic Metre 5990 163
171 Rigid Pavement 5.03 MORTH 602 Providing  and  laying  in-situ   M40  Grade  unreinforced  plain  cement concrete  pavement  over a prepared sub base with 43 grade cement , coarse  and  fine  aggregate  (  natural  sand/  VSI  grade  finely  washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation  as per Table 600-3 of MORTH Specification 2013, mixed  in  a  batching  and  mixing  plant/  non tilting  mixer  and  Weigh batcher  as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades  as directed by Engineer-in-charge  and  curing   by  curing  compound  /by  providing cement  vata  in  cement  Mortar  1:8  @0.6m  X  0.6m  centre  to  centre, admeasuring  80  mm  at  bottom  and  40  mm  at  top  with   depth  of 75mm  and  maintaining  the  same  throughout  curing  period  by  any other method approved by Engineer-in-charge. MORTH 602 Cubic Metre 6060 163
172 Rigid Pavement 5.04 MORTH 602 Providing  and  laying  in-situ   M30  Grade  unreinforced  plain  cement concrete  pavement  over a prepared sub base with 43 grade cement , coarse  and  fine  aggregate  (  natural  sand/  VSI  grade  finely  washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation  as per Table 600-3 of MORTH Specification 2013, mixed  in  a  Tilting  type  Concrete  Mixer  as  per  approved  mix  design, admixtures, spreading, laying compacting and finished in a continuous operation  without  paver  machine,  finishing  to  lines  and  grades   as directed  by  Engineer-in-charge  and  curing   by  curing  compound  /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with  depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. MORTH 602 Cubic Metre 5960 806
173 Rigid Pavement 5.05 MORTH 602 Providing  and  laying  in-situ   M35  Grade  unreinforced  plain  cement concrete  pavement  over a prepared sub base with 43 grade cement , coarse  and  fine  aggregate  (  natural  sand/  VSI  grade  finely  washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation  as per Table 600-3 of MORTH Specification 2013, mixed  in  a  Tilting  type  Concrete  Mixer  as  per  approved  mix  design, admixtures, spreading, laying compacting and finished in a continuous operation  without  paver  machine,  finishing  to  lines  and  grades   as directed  by  Engineer-in-charge  and  curing   by  curing  compound  /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with  depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. MORTH 602 Cubic Metre 6051 806
174 Rigid Pavement 5.06 MORTH 602 Providing  and  laying  in-situ   M40  Grade  unreinforced  plain  cement concrete  pavement  over a prepared sub base with 43 grade cement , coarse  and  fine  aggregate  (  natural  sand/  VSI  grade  finely  washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation  as per Table 600-3 of MORTH Specification 2013, mixed  in  a  Tilting  type  Concrete  Mixer  as  per  approved  mix  design, admixtures, spreading, laying compacting and finished in a continuous operation  without  paver  machine,  finishing  to  lines  and  grades   as directed  by  Engineer-in-charge  and  curing   by  curing  compound  /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with  depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. MORTH 602 Cubic Metre 6123 806
175 Rigid Pavement 5.07 MORTH 602 Providing  and  laying  in-situ   M30  Grade  unreinforced  plain  cement concrete   pavement   with  max  20%  fly  Ash  (  Fly-ash  upto  20%  by weight of Cement) over a prepared sub base with 43 grade cement , coarse  and  fine  aggregate  (  natural  sand/  VSI  grade  finely  washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation  as per Table 600-3 of MORTH Specification 2013, mixed  in  a  batching  and  mixing  plant/  non tilting  mixer  and  Weigh batcher  as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades  as directed by Engineer-in-charge  and  curing   by  curing  compound  /by  providing cement  vata  in  cement  Mortar  1:8  @0.6m  X  0.6m  centre  to  centre, admeasuring  80  mm  at  bottom  and  40  mm  at  top  with   depth  of 75mm  and  maintaining  the  same  throughout  curing  period  by  any other method approved by Engineer-in-charge. MORTH 602 Cubic Metre 5646 167
176 Rigid Pavement 5.08 MORTH 602 Providing  and  laying  in-situ   M35  Grade  unreinforced  plain  cement concrete   pavement   with  max  20%  fly  Ash  (  Fly-ash  upto  20%  by weight of Cement) over a prepared sub base with 43 grade cement , coarse  and  fine  aggregate  (  natural  sand/  VSI  grade  finely  washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation  as per Table 600-3 of MORTH Specification 2013, mixed  in  a  batching  and  mixing  plant/  non tilting  mixer  and  Weigh batcher  as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades  as directed by Engineer-in-charge  and  curing   by  curing  compound  /by  providing cement  vata  in  cement  Mortar  1:8  @0.6m  X  0.6m  centre  to  centre, admeasuring  80  mm  at  bottom  and  40  mm  at  top  with   depth  of 75mm  and  maintaining  the  same  throughout  curing  period  by  any other method approved by Engineer-in-charge. MORTH 602 Cubic Metre 5723 163
177 Rigid Pavement 5.09 MORTH 602 Providing  and  laying  in-situ   M40  Grade  unreinforced  plain  cement concrete   pavement   with  max  20%  fly  Ash  (  Fly-ash  upto  20%  by weight of Cement) over a prepared sub base with 43 grade cement , coarse  and  fine  aggregate  (  natural  sand/  VSI  grade  finely  washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation  as per Table 600-3 of MORTH Specification 2013, mixed  in  a  batching  and  mixing  plant/  non tilting  mixer  and  Weigh batcher  as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades  as directed by Engineer-in-charge  and  curing   by  curing  compound  /by  providing cement  vata  in  cement  Mortar  1:8  @0.6m  X  0.6m  centre  to  centre, admeasuring  80  mm  at  bottom  and  40  mm  at  top  with   depth  of 75mm  and  maintaining  the  same  throughout  curing  period  by  any other method approved by Engineer-in-charge. MORTH 602 Cubic Metre 5787 163
178 Rigid Pavement 5.10 MORTH 602 Providing  and  laying  in-situ   M30  Grade  unreinforced  plain  cement concrete   pavement   with  max  20%  fly  Ash  (  Fly-ash  upto  20%  by weight of Cement) over a prepared sub base with 43 grade cement , coarse  and  fine  aggregate  (  natural  sand/  VSI  grade  finely  washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation  as per Table 600-3 of MORTH Specification 2013, mixed  in  a  Tilting  type  Concrete  Mixer  as  per  approved  mix  design, admixtures, spreading, laying compacting and finished in a continuous operation  without  paver  machine,  finishing  to  lines  and  grades   as directed  by  Engineer-in-charge  and  curing   by  curing  compound  /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with  depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. MORTH 602 Cubic Metre 5721 827
179 Rigid Pavement 5.11 MORTH 602 Providing  and  laying  in-situ   M35  Grade  unreinforced  plain  cement concrete   pavement   with  max  20%  fly  Ash  (  Fly-ash  upto  20%  by weight of Cement) over a prepared sub base with 43 grade cement , coarse  and  fine  aggregate  (  natural  sand/  VSI  grade  finely  washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation  as per Table 600-3 of MORTH Specification 2013, mixed  in  a  Tilting  type  Concrete  Mixer  as  per  approved  mix  design, admixtures, spreading, laying compacting and finished in a continuous operation  without  paver  machine,  finishing  to  lines  and  grades   as directed  by  Engineer-in-charge  and  curing   by  curing  compound  /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with  depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. MORTH 602 Cubic Metre 5803 827
180 Rigid Pavement 5.12 MORTH 602 Providing  and  laying  in-situ   M40  Grade  unreinforced  plain  cement concrete   pavement   with  max  20%  fly  Ash  (  Fly-ash  upto  20%  by weight of Cement) over a prepared sub base with 43 grade cement , coarse  and  fine  aggregate  (  natural  sand/  VSI  grade  finely  washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation  as per Table 600-3 of MORTH Specification 2013, mixed  in  a  Tilting  type  Concrete  Mixer  as  per  approved  mix  design, admixtures, spreading, laying compacting and finished in a continuous operation  without  paver  machine,  finishing  to  lines  and  grades   as directed  by  Engineer-in-charge  and  curing   by  curing  compound  /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with  depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. MORTH 602 Cubic Metre 5868 827
181 Rigid Pavement 5.13 MORTH 601 Construction of dry lean cement concrete Sub- base over a  prepared sub-grade   with  coarse  and  fine  aggregate  (  natural  sand/  VSI  grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days,  mixed  in  a  batching  plant/  Weigh  batch  mixer,  transported  to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by  Engineer-in-charge , compacting with vibratory  roller,  finishing,   curing  and   including  preparation  of  sub- grade surface if required etc. complete. MORTH 601 Cubic Metre 2927 43
182 Rigid Pavement 5.14 As directed by Engineer Incharge Providing  and  fixing in  position TMT  FE  500,   32  mm  dia dowel  bars precoated  with  anticorrosive  epoxy  paint  of  required  Dia.  60  cms. Long and at 30.00 cm. C/C and wherever directed  including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper  alignment  by  using  properly  designed  assembly  of  Bulkheads lubricating half length with bituminous paint as directed etc. complete. RD Number 387 125
183 Rigid Pavement 5.15 As directed by Engineer Incharge Providing  and  fixing  in  position  TMT  FE  500,  25mm  dia  dowel  bars precoated  with  anticorrosive  epoxy  paint  of  required  Dia.  60  cms. Long and at 30.00 cm. C/C and wherever directed  including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper  alignment  by  using  properly  designed  assembly  of  Bulkheads lubricating half length with bituminous paint as directed etc. complete. RD Number 307 125
184 Rigid Pavement 5.16 As directed by Engineer Incharge Providing and fixing in position TMT FE  500,  tie  bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms.long and at 30.00 cm. C/C  and wherever directed including handling, straightening wrapping with  paper  of  approved  quality  for  half  length,  necessary  cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete. RD Number 213 125
185 Rigid Pavement 5.17 As directed by Engineer Incharge Cutting  transverse  contraction  joints  3  to  4  mm  wide  and  depth 60mm. .in concrete slab using concrete cutting machine with diamond studded  saw  within  48  hours  of  casting  of  bay  /  slab  etc.  complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. RD Running Metre 69 15
186 Rigid Pavement 5.18 As directed by Engineer Incharge Providing  to  contraction  joints  polysuphide  sealent  (Pouring  grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as  per detailed  drawing including  fixing  Polyethylene  foam  backer  rod  of  required  diameter (appraox.  25%  larger  than  the  initial  3  mm.to  4  mm.  joint)  overlaid with  bond  breaking  tape  as   per  detailed  drawing.  Item  includes cleaning the joints with water jet / air compressor and allowing joint to  become  thoroughly  dry  before  sealent  is  applied  and  applying primer.
(A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide)		 RD Running Metre 149 23
187 Rigid Pavement 5.19 As directed by
Engineer Incharge		 Providing  and  laying  125  micron  Low  Density  Polyethylene  (LDPE)
sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete.		 RD Square Metre 20 6
188 Rigid Pavement 5.20 As directed by Engineer Incharge Providing and fixing factory made Hydraulically pressed Mechanically vibrated   and   compacted   precast   inter   locking   cement   concrete paving blocks 80MM thick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts  on  arterial  roads  etc.  as  specified  and  as  per  IS  15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks  to  work  site  including  loading,  unloading  and  stacking  as directed, laying paving blocks in position over prepared bed of natural sand   /   crushed   sand   of   50   mm   thickness   including   necessary excavation  in  all  stratas,  spreading  blindge  of  fine  sand  over  the prepared bed, compacting blocks by plate vibrator  etc. complete. IRC-SP-63 Square Metre 1034 80
189 Rigid Pavement 5.21 As directed by Engineer Incharge Providing and fixing factory made Hydraulically pressed Mechanically vibrated   and   compacted   precast   inter   locking   cement   concrete paving  blocks  100MM  thick  in  M-50  grade  of  approved  size  and shape  for  City  streets  and  roads  with  high  volume/  heavy  traffice  as specified  and  as  per  IS  15658:2006  including  cost  of  all  materials, manufacturing, curing, transportation of blocks to work site including loading,  unloading  and  stacking  as  directed,  laying  paving  blocks  in position over prepared bed of natural sand / crushed sand of 50 mm thickness   including  necessary   excavation  in   all   stratas,   spreading blindge  of  fine  sand  over  the  prepared  bed,  compacting  blocks  by plate vibrator  etc. complete. IRC-SP-63 Square Metre 1049 94
190 Rigid Pavement 5.22 a As directed by Engineer Incharge Providing  and  laying  in  situ  cement  concrete  M  -30  with  tremix treatment for 200 mm thickness for Concrete Road is including laying plastic  sheet  for  125  micron  thickness  with  groove  cutting  of  4  mm wide   and   20   mm   deep   with   necessary   refilling   with   bitumen   ( excluding  reinforcement)  with  coarse  and  fine  aggregate  (  natural sand/ VSI grade finely washed crushed sand) etc. complete MORTH 602 Cubic Metre 6587 1632
191 Rigid Pavement (New item) 5.22 b As directed by Engineer Incharge Providing  and  laying  in  situ  cement  concrete  M  -30  with  tremix treatment for 200 mm thickness for Concrete Road is including laying plastic  sheet  for  125  micron  thickness  with  groove  cutting  of  4  mm wide  and  20  mm  deep  with  necessary  refilling  with  polysuphide sealent  (Pouring  grade)  confirming  to  BS  :  5212  -  1989  into  sawed groove  widened  at  top  for  sealent  reservoir  of  specified  size  and shape  as  per  detailed  drawing  including  fixing  Polyethylene  foam backer  rod  of  required  diameter   (  excluding  reinforcement)  with coarsen  and  fine  aggregate  Using  V.S.I.Quality  Artifitial  Sand  etc. complete MORTH 602 Cubic Metre 6583 1632
  Road Furniture 6.01 MORTH 807 Providing  and  fixing  trap/  granite/  quartzite/  gneiss  guard  stone/ indicator   stones/   boundary   stones   of   standard   size   and   shape including  fixing  in  block  of           standard  size  with   white  washing etc.complete        
192 Road Furniture a MORTH 807 Fixing in Block of Standard Size of CC 1:4:8 MORTH 807 Number 423 131
193 Road Furniture b MORTH 807 Fixing In Ground MORTH 807 Number 203 92
194 Road Furniture c MORTH 807 Fixing in  M-15 R.C.C. 1:4:8 MORTH 807 Number 885 281
  Road Furniture 6.02 MORTH 805 Providing  and  fixing                    metre  stones  as  per  I.R.C.  standard including fixing in standard size               block including curing, painting lettering etc. complete.        
195 Road Furniture a MORTH 805 RCC 200 meter Stoen in CC 1:4:8 MORTH 805 Number 810 252
196 Road Furniture b MORTH 805 Fixing 1:2:4 ordinary km. stones in C.C. 1:4:8 MORTH 805 Number 2526 685
197 Road Furniture c MORTH 805 Fixing  R.C.C. 5th Km. stones, in  c.c. 1:4:8 MORTH 805 Number 4265 1228
  Road Furniture 6.03 MORTH 202 Dismantling    of                          Stone    including    cutting    of    earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit.        
198 Road Furniture a MORTH 202 Dismantling 5th Km. Stone MORTH 805 Number 592 440
199 Road Furniture b MORTH 202 Ordinary Km. Stone MORTH 805 Number 351 257
200 Road Furniture c MORTH 202 Hectometer Stone MORTH 805 Number 70 51
  Road Furniture 6.04 MORTH 805.1 Painting with approved  enamel  paint  in two  coats  including  cleaning surface and lettering for                   stone etc. complete.        
201 Road Furniture a MORTH 805.1 200 Mt. Stone MORTH 805.1 Number 114 83
202 Road Furniture b MORTH 805.1 Ordinary Kilometer Stone MORTH 805.1 Number 404 262
203 Road Furniture c MORTH 805.1 Lettering of Fifth Km. Stone MORTH 805.1 Number 432 213
204 Road Furniture d MORTH 805.1 Lettering of Boundary Stone MORTH 807 Number 36 16
205 Road Furniture e MORTH 801 Lettering  for  cautionary/  mandatory  sign  boards  and  village  name boards MORTH 801 Number 168 105
206 Road Furniture f MORTH 801 Lettering for informatory sign boards etc. complete. MORTH 801 Number 209 132
207 Road Furniture g MORTH 801 Lettering  on  masonry  works  with  nalla  flow  direction,  span  number and location etc. complete. MORTH 801 Number 24 13
208 Road Furniture 6.05 MORTH 801 Painting  letters  upto  20  cm  height  complete  brushes,  coir  brushers, dusting, cleaning, including cost of paint etc. complete. MORTH 801 Number 21 16
209 Road Furniture 6.06 MORTH 801 Painting   and   numbering   trees   with   white   background   and   black lettering etc. complete. MORTH 801 Number 25 20
210 Road Furniture 6.07 MORTH 801 Providing white and colour washing to road side trees in 2 coats in 2 bands  of  white  and  one  red  band  at  centre  of  30  cm  height  each including   preparing   the   surface,   cost   of   material,   conveying   etc. complete. MORTH 801 Number 42 29
  Road Furniture 6.08 MORTH 801 Painting Line, Dashes, Arrows etc on Roads in two coats on new work with   ready   mixed  road   marking  paint   confirming  to   I.S.  164   on Bituminous surface including cleaning the surface of all dirt, dust and other   foreign   matter,   demarcation   at   site   and   traffic   control (Over/Upto     cm wide) (MORTH-803) --              Surface        
211   a MORTH 801 Over 10cm Wide On New Surface MORTH 803 Square Meter 302 114
212 Road Furniture b MORTH 801 Upto 10 cm Wide On Old Surface MORTH 803 Square Meter 275 92
213   c MORTH 801 Over 10cm Wide On Old Surface MORTH 803 Square Meter 201 83
214 Road Furniture d MORTH 801 Upto 10 cm Wide On Old Surface MORTH 803 Square Meter 211 92
215 Road Furniture 6.09 MORTH 806 Supplying  and  Fixing  of  Molded  Shank  Raised  Pavement  Markers  / Cat's   Eye    made   of   polycarbonate   and   ABS   moulded   body   and reflective panels  with micro  prismatic  lens  capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying  to  Specifications  of  Category  A  of  MORTH  Circular  No RW/NH/33023/10-97   DO  III  Dt  11.06.  1997.  The  height,  width  and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base  shall  be  35  +/-  5  degree.  The  strength  of  detachment  of  the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and  height  not  less  than  30+/-  2  mm)  from  the  body  is  to  be  a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive  as  per  manufacturer's  recommendation  and  complete  as directed  by  the  engineer.The  contractor  shall  submit  a  two  year warranty  for satisfactory field performance including stipulated retro- reflectance of the reflecting panel, to the Engineer. MORTH 804 Number 459 67
216 Road Furniture 6.10 MORTH 806 Providing and Fixing of Median Marker that are made of tough, high impact   resistant,   injection-molded,   thermoplastic   body   with   an isosceles  trapezoidal  structure  of  length,  width  and  height  not  less than  15cm,  10cm  and  10cm respectively  and thickness  not less  than 1.8mm, the body structure shall be rounded at its acute angle, all the corners  and  edges.  The  plastic  used  for  molding  the  Median  Marker shall have a minimum Notched Izod Impact strength value of 600 J/m at  room  temperature,  when  tested  in  accordance  with  ASTM  D256 and   shall   retain   at   least   70%   of   this   value   when   subjected   to accelerated weathering for 1000hrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in  the  injection  molding  process.  The  Median  Marker  shall  have rectangular-shaped, fluorescent yellow color retro-reflective  sheeting of  size  not  less  than  8.5cm*8.5cm  and  with  fully  reflective  micro prismatic  cube  corners  as  its  retro-reflective  elements  as  per  IRC  67 2010  and   ASTM  D4956  type  XI  specifications  reflectivity  values.  The retro-reflective  sheeting  shall  be  one  or  both  sides  of  the  Median Marker and shall be edge protected with no exposed edges which will prevent  edge  lifting,  vandalism,  sheeting  damage,  etc.  The  Median Marker   shall   be   fixed   by   a   combination   of   epoxy   adhesive   and grouting. MORTH 806 Number 679 22
217 Road Furniture 6.11 MORTH 804 Providing and fixing reflective fluorescent tape on old road sign board by following the procedure recommanded by manufacturer.Tape shall be consist of white or coloured sheeting having smooth outer surface which  has  the  property  of  retro-reflection  over  its  entire  surface.It shall  be  weather  resistant  and  show  colour  fastness.It  shall  be  new and        unused        and        shall        show        no        evidance        of cracking,scaling,pitting,blisting,edge  lifting  and  shall  have  negligible shrinkage  or  expansion  including  cleaning  /  scraping  and  painting  of existing   board   etc.   complete.   (Guidance   on   the   recommanded application of each class of tape may be taken from IRC-67) MORTH 804 Square Meter 5739 1563
218 Road Furniture 6.12a MORTH 803.4 Road   Marking   with   Hot   Applied   Thermoplastic   Compound   with Reflectorizing   Glass   Beads   on  Bituminous   Surface-  Providing   and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing  glass  beads  @  250  gms  per  sqm  area,  thickness  of  2.5 mm  is  exclusive  of  surface  applied  glass  beads  as  per  IRC:35  .The finished  surface  to  be  level,  uniform  and  free  from  streaks   and holes.complete. MORTH 803.4 Square Meter 666 27
219 Road Furniture (New item) 6.12 b MORTH 803.4 Providing  and  applying  Cold  plastic  paint  two  component  rolled  on surfacing      material      solvent      free,high      build      two      pack seamless,tough,skid  resistant,material  with  has  property  of  attaining 2.00mm  thickness  in  single  coat  application  white(or  as  required colour )based on glass  and colour retaining acralic  cross linking resin system for coloured road surfacing including surface cleaning and cost of  all  material  etc.  complete.  (All  inclusive  on  bitumen  or  concrete surface) work shall carried out as per IRC 35-2015 clause 2.2) MORTH 803.4 Square Meter 1506 27
220 Road Furniture 6.13 MORTH 806 Providing   and   fixing   Aluminum-backed   flexible   prismatic   (AFP) sheeting  consisting  Yellow  colored  flexible  prismatic  sheeting  with non-metallic    prismatic    lens    as    Retroreflective    elements    and conforming to ASTM D 4956-09 Type VI specification for rebound able Retroreflective sheeting. This flexible prismatic sheeting shall be of 1ft width and laminated at the back with a 50 micron Aluminum (Al) foil with   pressure   sensitive   adhesive   and   liner.   Further,   this   flexible prismatic  sheeting  shall  have  screen printed  arrow/slant line  pattern in black color in a continuous roll format. Neither AFP sheeting nor the flexible prismatic sheeting used in it shall crack when slowly bent in 1 second time around a 1/8th inch mandrel after being conditioned for 24hrs at 0?C and tested as per section S2.2.2. of ASTM D 4956-09. The AFP   sheeting,   with   the   liner   removed,   shall   be   applied   with   a neoprene contact adhesive with a  Polychloroprene  as  base, viscosity of 200-450 cps and solid content of 20-30%. Once applied, the edges of the product shall be sealed all around with a two-part epoxy based structural adhesive and shall be extremely resistant to peel-off. A test report from institutes like ARAI/CRRI confirming to above mentioned flexibility  and  ASTM-D4956-09  Type-VI  retro  reflectivity  performance of the flexible prismatic sheeting used in AFP shall be submitted by the tenderer during prequalification and supply of material. MORTH 806 Square Meter 7783 310
221 Road Furniture 6.14 MORTH 806 Providing  Vertical  Delineator  having  wide  angle  cube  corner  micro prismatic  non  metallic  reflective  sheeting  confirming  to  Type  XI  of ASTM  D4956  -09   with  White  Color  and  Red  Color  combination  and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering.   This   tubular   delineator   shall   have   a   core   and   shell construction,  shell  shall  be  made  of  tough,  high  impact  resistant, injection-molded,  thermoplastic  outer  body  and  the  inner  core  shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and  core-shell  structure  shall  be  of  height  not  less  than  800 mm  above  the  ground  and  width  not  less  than  80  mm.  The  metallic core  of  the  delineator  shall  extend  300mm  beyond  the  shell  length from bottom for installing in the  ground. The  extended portion  shall have  slots  to  insert  anchoring  rods  for  enhancing  the  concrete  grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used  for  making  the  delineator  body  shall   have  minimum  initial mechanical  properties  of  600J/m  tested  in  accordance  with  ASTM D256  and  shall  retain  at  least  70%  of  these  minimum  initial  values when  subjected  to  accelerated  weathering  for  1000hrs  as  per  ASTM G155 or UL 746C  and as per IRC 79 specifications and including fixing the unit in M20 Grade Cement Concrete of Size 30x30x40 cm including excavation for pit. MORTH 806 Number 2887 383
222 Road Furniture 6.15 MORTH 806 Road Delineators:  Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm  rectangular  or  75mm  dia.  Circular  reflectorised  panels  at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings MORTH 806 Number 1043 18
223 Road Furniture 6.16 MORTH 806 Providing and fixing steel pipe delineators of 10 cm. in diameter and total height of 130 cm, provided with 2 strips of white retroreflective sheeting of size 5 cm. x 32.5 cm. each fixed horizontally and 2 strips of red  retroreflective  sheeting  each  having  size  5  cm.  x  32.5  cm.  fixed horizontally  at top, with M.S. round cap having diameter 11 cm. and wire mesh at top (10 guage thick) and height of wire mesh 15 cm, M.S. hold  fast  6  mm  thick  with  35  cm.  in  length,  fixing  the  delineators  in
C.C.  1:4:8  concrete  block  of  size  25  cm.  x  25  cm.  x  45  cm.  with necessary excavation etc. complete.		 MORTH 806 Number 1121 18
224 Road Furniture 6.17 MORTH 804 Supplying of  Solar Raised  Pavement Markers  made of  polycarbonate molded body with circular shape, solar powered, LED self illumination in  active  mode,  360  degree  illumination  and  reflective  panels  with micro  prismatic  lens  capable  of  providing  total  internal  reflection  of the  light  entering  the  lens  face  in  passive  mode.  The  marker  shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to  dust and water ingress  according to  IP 65 standards and should withstand temperatures in the range of 0 C to 70 C.  Color of lighting could be provided in red or yellow (amber) as  per  requirement  and  typical  frequency  of  blinking  is  1  Hz.  There should  be  current  losses  of  less  than  20  micro-amperes  at  2.4  V  in sleep-charging  mode  to  enhance  the  life  of  the  marker  and  a  full charge  should  provide  for  a  minimum  autonomy  of  50  hours.  The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms.  Fixing will be by drilling holes on the road for the  shanks  to  go  inside,  without  nails  and  using  epoxy  resin  based adhesive   and  complete  as  directed  by  the  engineer.The  contractor shall  submit  a  two  year  warranty   for  satisfactory  field  performance including  stipulated  retro-reflectance  of  the  reflecting  panel,  to  the Engineer. MORTH 804 Number 3965 129
225 Road Furniture 6.18 MORTH 806 Supplying precast conventional reflective delinators on four sides  for road signs MORTH 806 Number 550 114
226 Road Furniture 6.19 MORTH 801 Fixing in position Cautionary/ Mandatory sign boards in ground with C C  1:4:8  block  of 60cm  x  60cm  x  75cm  size etc.  complete as  directed including all leads. MORTH 801 Number 836 102
227 Road Furniture 6.20 MORTH 801 Fixing  in  position  Road  Junction/  Informatory  Sign  Board  in  ground with  C.C.1:4:8  block  of  60cm  x  60cm  x  75cm  size  including  all  leads complete. MORTH 801 Number 1672 205
228 Road Furniture 6.21 MORTH 806 Providing and fixing including conveyance charges upto  a distance of 200 Km. precast concrete post delinators, post of size 130 x 90 x 1300 milimetre  consisting  of  4  B.T.  wires  with  14,000  Kg/cm2  C.C.  M-20 grade   16mm   dia.   hold   fast,   including   excavation   and   C.C.   1:4:8 foundation  block,  oil  painting  post  with  3  coats  and  Red  fluorescent tape 75 x  75mm and  white floursent  border 20mm  wide around  the red tape on all the four sides with necessary adhesive and lamination etc. complete. MORTH 806 Number 661 116
229 Road Furniture 6.22 MORTH 801 Supplying rolled steel channel post of 100 x 50 mm (ISMC) drilled on top and painted with one coat of epoxy primer and two coats of epoxy finish  paint  having  black  and  white  bands  of  25  cm  last  part  of  the post 0.75 m below ground level is painted with three coats of red lead paint with 2 nos. of high tensile G.I. bolt and nut of size 10 mm Dia. of 25 mm long including transportation etc. complete. Spec. No. : As per IRC-67,  and M.O.R.T. and H. Circular No. RW/NH-33023/31/88 D.O.III
Dated 2-5-1994		 MORTH 801 Running Metre 1154 177
230 Road Furniture 6.23 MORTH 801 Supplying M.S. Angle iron post of size 65 mm x 65 mm x 6 mm drilled on top and painted with  one coat  of epoxy  primer and  two  coats  of epoxy finish paint having black and white bands of 25 cm, last part of the post 0.75 m below ground level is painted with three coats of red lead paint with 2 nos. of high tensile G.I. bolt and nut of size 10 mm dia. of 25 mm long including transportation etc. complete. Spec. No. : As per IRC-67,  and M.O.R.T. and H. Circular No. RW/NH-33023/31/88
D.O.III Dated 2-5-1994		 MORTH 801 Running Metre 1096 220
  Road Furniture 6.24 MORTH 801 Supplying M.S. Angle iron post of size                             duly painted with one coat of red oxide paint and two coats of synthetic enamel  finish paint having black and white bands of 25 cm width including 2 nos of
G.I.  bolt  and  nut  of  size  10  mm  dia.  And  20  mm  long  including transportation etc. complete. Spec. No. : As per IRC-67, and M.O.R.T. and H. Circular No. RW/NH-33023/31/88 D.O.III  Dated 2-5-1994		        
231 Road Furniture a   Post of size 65 mm x 65 mm x 6 mm MORTH 801 Running Metre 630 140
232 Road Furniture b MORTH 801 Post of size 50 mm x 50 mm x 5 mm MORTH 801 Running Metre 432 140
233 Road Furniture 6.25 MORTH 801 Supplying M.S. Angle iron frame for informatory sign boards of size 35 mm x 35 mm x 3 mm welded and making neccesary holes required for fixing and painted with one coat of epoxy primer and two coats epoxy finish paint etc. complete.Spec. No. : As per IRC-67,  and M.O.R.T. and
H. Circular No. RW/NH-33023/31/88 D.O.III Dated 2-5-1994		 MORTH 801 Running Metre 324 140
  Road Furniture 6.26 MORTH 805 Providing and constructing Information  Pillar of Brick Masonry in C.M. 1:6 of size 2.0 m x 0.23m x 1.0 m with base pedestal  of size 2.3 m x
0.35 m x 0.45 m (0.3 m above ground), excavtion in ground upto 0.4 m, laying 0.15 m thick 80 mm soling,0.10  m thick c.c. 1:3:6, finishing the pedestal and pillar in cement plaster 12 mm thick in C.M. 1:5 and finishing  the  pillar  with  neat  cement  finish  ,applying  flat  oil  paint  of approved   colour   in   two   coats,   including   curing,   finishing   etc complete.(In   Strata/Soil                          )   Spec.   No.   :As   directed   by Engineer-in-charge.		        
234 Road Furniture a MORTH 805 In Strata other than B.C. Soil MORTH 805 Number 11230 3548
235 Road Furniture b MORTH 805 In   B.C.   Soil   with   12   mm   thick   R.C.C.   raft   in   M-15,   including reinforcement . MORTH 805 Number 13100 3744
  Road Furniture 6.27 MORTH 801 Providing  and  fixing  Mandatory/Regulatory  sign  boards  in  circular shape  of                 mm  dia   made  out  of           mm  aluminum  sheet bonded with white retro reflective sheeting of  Class B ( Type IV High intensity    micro-prismatic    grade    sheeting-HIP)    having    pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per  IRC:67-2012  Table  No  8.3  Supported  with  back  support  frame 25mm  x  25mm  x  3mm,  duly  painted  on  back  side  with  grey  stove enamel  paint  and  supported  on  one  no.  of   M.  S.  angle  iron  post  of size  65 mm X 65 mm X 6 mm, 3.45 m long,  duly painted  with  with flat  oil  paint  having  alternate  black  and white  bands  of  25 cm  width including  G.I.  fixtures  etc;  fixing  the  boards  in  M25  grade  concrete block  of  size  60cm  X  60cm  X  75cm  including  transportation  etc; complete.  Class  B  (  Type  IV  High  intensity  micro-prismatic  grade sheeting-HIP)   shall    have   7   years   written   warranty    from   the manufacturer  and  authorised  distributor/convertor  issued  for  field performance including the screen printed areas  and cut-out sheeting and   cut-out   durable   transparent   overlay   film   and   this   warranty certificate   in  original  should  be submitted  to  the  Engineer in  charge by the contractor/supplier.        
236 Road Furniture a MORTH 801 600 mm dia  made out of 1.5mm aluminum sheet MORTH 801 Number 3422 323
237 Road Furniture b MORTH 801 750 mm dia  made out of 2mm aluminum sheet MORTH 801 Number 3427 133
238 Road Furniture c MORTH 801 900 mm dia  made out of 2mm aluminum sheet MORTH 801 Number 4395 323
239 Road Furniture d MORTH 801 1200 mm dia  made out of 2mm aluminum sheet MORTH 801 Number 4330 133
240 Road Furniture e MORTH 801 600 mm dia  made out of 3mm aluminum composite material MORTH 801 Number 5492 298
241 Road Furniture b MORTH 801 750 mm dia  made out of 4mm aluminum composite material MORTH 801 Number 5564 298
242 Road Furniture c MORTH 801 900 mm dia  made out of 4mm aluminum composite material MORTH 801 Number 8405 298
243 Road Furniture d MORTH 801 1200 mm dia  made out of 4mm aluminum composite material MORTH 801 Number 8533 298
  Road Furniture 6.28 MORTH 801 Providing  and  fixing  Mandatory/Regulatory  sign  boards  in  circular shape of        mm dia   made out of          mm  aluminum sheet  bonded with  white  retro   reflective  sheeting  of   Class   C  (  Type  XI  Micro prismatic  grade  sheeting)  having  pressure  sensitive/heat  activated adhesive  retoreflective  specified  back  ground,  border  and  back  side retoreflctive  symbols,  letters,  numerals,  arrow  as  per  IRC:67-2012 Table  No  8.3  Supported  with  back  support  frame  25mm  x  25mm  x 3mm,  duly  painted  on  back  side  with  grey  stove  enamel  paint  and supported on one no. of  M. S. angle iron post of size  65 mm X 65 mm X  6  mm,  3.45  m  long,   duly  painted   with   with  flat  oil  paint  having alternate black and white bands of 25 cm width including G.I. fixtures etc;  fixing  the  boards  in  M25  grade  concrete  block  of  size  60cm  X 60cm X 75cm including transportation etc; complete. Class C ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from  the  manufacturer  and  authorised  distributor/convertor  issued for  field  performance  including  the  screen  printed  areas  and  cut-out sheeting   and   cut-out   durable   transparent   overlay   film   and   this warranty certificate  in original should be submitted to the Engineer in charge by the contractor/supplier.        
244 Road Furniture a MORTH 801 600 mm dia  made out of 1.5mm aluminum sheet MORTH 801 Number 4099 323
245 Road Furniture b MORTH 801 600 mm dia  made out of  3mm aluminum  composite material MORTH 801 Number 4104 323
246 Road Furniture c MORTH 801 750 mm dia  made out of 2mm aluminum sheet MORTH 801 Number 5492 323
247 Road Furniture d MORTH 801 750 mm dia  made out of  4mm aluminum composite material MORTH 801 Number 5542 323
248 Road Furniture e MORTH 801 900 mm dia  made out of 2mm aluminum sheet MORTH 801 Number 7145 298
249 Road Furniture f MORTH 801 900 mm dia  made out of  4mm aluminum composite material MORTH 801