12-Works of Irrigation Projects



ANNEXURE-XII

BASIC RATES OF GATE / HOIST AND ALLIED WORKS FOR IRRIGATION PROJECTS

Sl.
No.
Description of Machineries Unit Basic Rate approved for the year 2020-2021 (w.e.f. 20.04.2020)
I GATES AND HOISTS FOR DAM    
1 Design,  fabrication,  supply,  erection  and  commissioning  of embedded  parts  consisting  of  sill  beam,  wall  plates,  seal seats,   anchors,   anchor   girders,   yoke   girders,   tie   flats, trunnion  supports,  rope  and  pulley  supports  etc.,  with  all accessories  for  spillway  radial  gates  including  cost  of  all materials,  machinery,  labour,  cutting,  aligning,  anchoring, welding,  finishing,  cleaning,  applying  one  coat  of  zinc  rich epoxy  primer  and  four  coats  of  cold  applied  coal  tar  epoxy paint   etc.,  complete  as  per  specifications  and  approved drawings with lead upto 1 km and all lifts for structural steel components   and   all   leads   and   lifts   including   packing   / forwarding charges for other materials.
Note:
1. Wt of 1 set embedded parts in tonnes
= 0.0177 x (L2 x H x h)0.673
Where
(L) is length in m = clear distance between piers
(H) is height of radial gate in m = FRL - Sill level + 0.15 m
(h) is head of water above sill of gate in m = FRL - Sill level
2.  Quantity of structural steel = 97.9% of computed weight of 1 set
Tonne 169200.00
2 Design,     fabrication,     supply,     erection,     testing     and commissioning   of   radial   gate   consisting   of   skin   plate, stiffeners,    horizontal    girders,    sector     arms,    trunnion assemblies,   tie   beam,   pulley   supports,   bracings,   rubber seals, clamps etc., with all accessories for spillway including cost  of  all   materials,  machinery,  labour,  cutting,  bending, aligning,  anchoring,  welding,   finishing,  cleaning,  applying one  coat  of  zinc  rich  epoxy  primer  and  three   coats  of  cold applied coal tar epoxy paint, seal fixing etc., complete  as per specifications and approved drawings with lead upto 1 km and all lifts for structural steel components and all leads and lifts including packing / forwarding charges for other materials.
Note:
1. Weight of 1 spillway gate in tonnes
= 0.0710 x (L2xHxh)0.673
Where,
(L) is length in m = clear distance between piers
(H) is height of radial gate in m = FRL - Sill level + 0.15 m
(h) is head of water above sill of gate in m = FRL - Sill level
2. Quantity of structural steel = 92.5% of computed weight of 1 gate
Tonne 213500.00
       
3 Design,     fabrication,     supply,     erection,     testing      and commissioning of electrically operated rope drum hoist with deck bridge of adequate capacity consisting of base frames, rope  drums,  connecting  shaft,  gear  system,  brake  system, electric  motor,  wire  ropes,  gate  position  indicator,  manual operation arrangement  etc., with  all  accessories  for spillway radial gate  including cost of all materials, machinery, labour, cutting,   aligning,   anchoring,   welding,   finishing,   cleaning, greasing, providing hand railing and approach staircase with gate  to  hoist  platform,  applying  two  coats  of  zinc  chromate red  oxide  primer  and  three  coats  of  approved  synthetic enamel   paint   etc.,   complete   as   per   specifications   and approved  drawings  with  lead  upto  1  km  and  all  lifts  for structural  steel  components  and  all  leads  and  lifts  including packing / forwarding charges for other materials.
Note:
1. Hoist capacity in t including 25 % reserve capacity
= 1.5 x Wt. of gate
(Hoist capacity shall be rounded off to next 10 tonne)
Weight  of  hoist  with  all  accessories:  175  kg.  per  tonne capacity of hoist
2. Quantity of structural steel = 39.2% of computed weight of 1 hoist
Tonne 52000.00
4 Design, fabrication, supply, erection and commissioning of 1 metre wide catwalk connecting spillway piers / abutments at trunnion   platform   level   including   cost   of   all   materials, machinery,   labour,   cutting,   aligning   welding,   anchoring, finishing,  cleaning,  applying  one  coat  of  zinc  rich  epoxy primer and two coats of cold applied coal tar epoxy paint etc., complete  as  per  specifications  and  approved   drawings  with lead  upto  1  km  and  all  lifts  for structural  steel  components and all leads and lifts including packing / forwarding charges for other materials.
Note:
1. Weight of catwalk : 300 kg. per metre length of catwalk
2. Quantity of structural  steel = 95.6% of computed weight per metre length
RM 30000.00
5 Design,  fabrication,  supply,  erection  and  commissioning  of embedded  parts  consisting  of  sill  beam,  slide  tracks,  seal seats,  guide  rails,  dogging  sets  for  storage  of  stop  log elements etc., with all accessories for spillway stop log gate elements  including  cost  of  all  materials,   machinery  labour, cutting,   aligning,   welding,   anchoring,   finishing,   cleaning, applying one coat of zinc rich epoxy primer and four coats of cold  applied  coal  tar   epoxy  paint  etc.,  complete  as  per specifications and approved drawings with lead upto 1 km and all lifts for structural steel components and all leads and lifts including packing / forwarding charges for other materials.
Note:
1. Wt of 1 set embedded parts in tonnes
= 0.0025 x (L2  x H x h)0.716
Where
(L) is length = clear distance between piers + 0.65 m
(H) is total height of stop log gate in m = FRL - Sill level +
0.20 m
(h) is head of water above sill of gate in m = FRL - Sill level
2. Quantity of structural steel = 83.8% of computed weight of 1 set
Tonne 281200.00
6 Design,     fabrication,     supply,     erection,     testing     and commissioning of vertical lift sliding type all interchangeable (except bottom  element)  stop log gate elements consisting of skin plate, horizontal and vertical girders, stiffeners, lifting pins, bronze padded slide blocks,  guide shoes, rubber seals, clamps etc., with all accessories for spillway including cost of all  materials,  machinery,  labour,  cutting,  aligning,  welding, finishing,  cleaning,  applying  one  coat  of  zinc  rich  epoxy primer and three coats cold applied coal tar epoxy paint, seal fixing  etc.,  complete  as  per  specifications  and  approved drawings with lead upto 1 km and all lifts for structural steel components   and   all   leads   and   lifts   including   packing   / forwarding charges for other materials.
Note:
1. Total wt of 1 set stoplog elements in t
= 0.0553 x (L2 x H x h)0.716
Where
(L) is length = Clear distance between piers + 0.65 m.
(H) is total height of stoplog gate in m = FRL - Sill level +
0.20 m
(h) is head of water above sill of gate in m = FRL - Sill level
2. Quantity of structural steel = 99.3% of computed weight of 1 set
Tonne 141800.00
7 Design,     fabrication,     supply,     erection,     testing     and commissioning of automatic lifting beam with all accessories for  handling,  lowering  and  lifting  of  spillway  stop  log  gate elements  including  cost  of  all  materials,  machinery,  labour, cutting,  aligning,  welding,  finishing,   cleaning,  applying  one coat of zinc rich epoxy primer and two coats of cold applied coal tar epoxy paint etc., complete as per specifications and approved  drawings  with  lead  upto  1  km  and  all  lifts  for structural  steel  components  and  all  leads  and  lifts  including packing   /   forwarding   charges   for   other   components   / materials.
Note:
1. Weight of lifting beam in tonnes
= 0.02212 x (L2 x H x h)0.716 / n
Where
(L) is length = clear distance between piers + 0.65 m
(H) is total height of stoplog gate in m = FRL - Sill level +
0.20 m
(h) is head of water above sill of gate in m = FRL - Sill level
(n) is number of gate elements in 1 set
2. Quantity of structural steel = 94.1 % of computed weight of 1 No.
Tonne 168000.00
8 Design, fabrication, supply, erection, testing  and commissioning  of adequate capacity Class - II type moving gantry crane consisting of rail  mounted  gantry  frame,  top  platform  with  hand  railing,  long  / cross  travel  arrangements,  rope  drums,  gear  systems,  electric motors,  electro-magnetic  brake  system,  cabin,  control  panel,  wire rope, ladder, motorised cable reeling drum etc., with all accessories for operating spillway stop log gate elements and river sluice / canal sluice  emergency  gates  including  cost  of  all  materials,  machinery, labour,  cutting,  bending,  aligning,  anchoring,  welding,  finishing, cleaning,  greasing,  applying  two  coats  of  zinc  chromate  red  oxide primer  and  three  coats  of  approved  synthetic  enamel  pain  etc., complete as per specifications and approved drawings with lead upto 1 km and all lifts for structural steel components and all leads and lifts including packing / forwarding charges for other materials.
Note:
1. Capacity of gantry crane in tonnes including 25% reserve capacity
= 2.5 x (Weight of 1 set of stop log gate / number of elements) (Hoist capacity shall be rounded off to next 5 tonne)
Weight  of  moving  gantry  crane:  0.25  tonne  per  tonne  capacity  of gantry
2. Quantity of structural steel = 70.4% of computed weight of gantry
Tonne 277100.00
9 Design, fabrication, supply, erection and commissioning of rail track  using  45  kg  /  m  standard  rails  on  spillway  bridge  for movement of gantry crane for handling and operating spillway stop log gate elements / river sluice / canal sluice emergency gate   including   cost   of   all   materials,   machinery,   labour, aligning,  anchoring,  welding,  cleaning,  applying  one  coat  of zinc rich epoxy primer and two coats of cold applied coal tar epoxy  paint   for  buffers  and   rail   supporting   plates  etc., complete  as  per  specifications  and  approved  drawings  with lead  upto  1  km  and  all  lifts  for structural  steel  components and all leads and lifts including packing / forwarding charges for other materials.
Note:
1. Weight of gantry track including fixtures: 100 to 105 kg / RM of track.  (Weight per metre includes rails with fixtures on both sides )
2. Quantity of structural steel = 5.3% of computed weight of track
RM 8000.00
10 Design,  fabrication,  supply,  erection  and  commissioning  of embedded  parts  (  without  groove  liner  )  consisting  of  sill beam,  wheel tracks, seal seats, guide rails, breast wall liner ( upto one vent height plus 1 m above the roof of vent ) etc., with  all  accessories  for  river  /  canal  sluice  service  gate including  cost  of  all  materials,  machinery,  labour,  cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat zinc rich epoxy primer and four coats of cold applied coal tar  epoxy  paint  etc.,  complete  as  per  specifications  and approved  drawings  with  lead  upto  1  km  and  all  lifts  for structural  steel  components  and  all  leads  and  lifts  including packing / forwarding charges for other materials.
Note:
1. Wt of 1 set embedded parts in tonnes
= 0.0444 x (L2 x H x h)0.659
Weight of breast wall lining:250 kg / sqm of breast wall Where
(L) is length = Clear vent opening in m + 0.70 m.
(H) is height of gate in m = Clear vent height in m + 0.30 m
(h) is head of water above sill of gate in m = FRL - Sill level
2. Quantity of structural steel = 85.0% of computed weight of 1 set
Tonne 209800.00
11 Design,  fabrication,  supply,  erection  and  commissioning  of embedded  parts  (  with  groove liner upto breast wall  level  ) consisting of sill beam, wheel tracks, seal seats, guide rails, breast wall liner ( upto one vent height plus 1 m above the roof of vent ) etc., with all accessories for river / canal sluice service gate including cost of all materials, machinery, labour, cutting,   aligning,   anchoring,   welding,   finishing,   cleaning, applying one coat of zinc rich epoxy primer and four coats of cold  applied  coal  tar  epoxy  paint  etc.,  complete  as  per specifications and approved drawings with lead upto 1 km and all lifts for structural steel components and all leads and lifts including packing / forwarding charges for other materials.
Note:
1. Wt of 1 set embedded parts in tonnes
= 0.0444 x (L2 x H x h)0.659
Weight of breast wall lining: 250 kg / sqm of breast wall Weight of groove liner: 200 kg. / sqm of groove lining Where
(L) is length = clear vent opening in m + 0.70 m.
(H) is height of gate in m = Clear vent height in m + 0.30 m
(h) is head of water above sill of gate in m = FRL - Sill level
2. Quantity of structural steel = 90.5% of computed weight 1 set
Tonne 167700.00
12 Design,  fabrication,  supply,  erection  and  commissioning  of vent  liner  using  20  mm  thick  plates  with  stiffeners  and anchors for river sluice / canal sluice vents including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat zinc rich epoxy primer and four coats cold applied coal tar epoxy paint etc., complete  as  per  specifications  and  approved  drawings  with lead  upto  1  km  and  all  lifts  for structural  steel  components and  and  all  leads  and  lifts  including  packing  /  forwarding charges for other materials.
Note:
1. Weight of vent liner including stiffeners / anchors : 200 kg.
/ sqm area.
2. Quantity of structural steel = 100.0% of computed weight
sqm 25200.00
13 Design,     fabrication,     supply,     erection,     testing     and commissioning  of  fixed  wheel  type  vertical  lift  service  gate consisting   of   skin   plate,   vertical   and   horizontal   girders, wheels,  stiffeners,   lifting  brackets,   guide  rollers,  ballast blocks, teflon claded rubber seals etc., with all accessories for river sluice /canal sluice vent including cost of all materials, machinery,   labour,   cutting,   aligning,   welding,   finishing, cleaning,  applying  one  coat  of  zinc  rich  epoxy  primer  and three coats cold applied coal tar epoxy paint, seal fixing etc., complete  as  per  specifications  and  approved  drawings  with lead  upto  1  km  and  all  lifts  for structural  steel  components and all leads and lifts including packing / forwarding charges for other materials.
Note:
1. Wt of 1 gate in tonnes (including ballast)
= 0.0888 (L2 x H x h)0.659
Where
(L) is length = clear vent opening in m + 0.70 m.
(H) is height of gate in m = Clear vent height in m + 0.30 m
(h) is head of water above sill of gate in m = FRL - Sill level
2. Quantity of structural steel = 47.5% of computed weight of 1 gate
Tonne 153500.00
14 Design,     fabrication,     supply,     erection,     testing     and commissioning   of  adequate  capacity  rope  drum  hoist  or Screw gearing Hoist consisting of hoist platform, rope drum, gear system, electric motor, electro-magnetic  brake system, hand  operation  assembly,  control  panel,  wire  rope,  pulleys, ladder  etc.,  with  all  accessories  for  operating  river  sluice  / canal  sluice  service  gate  including  cost  of  all  materials, machinery,   labour,   cutting,   aligning,   anchoring,   welding, finishing, cleaning, greasing, applying one coat zinc chromate red  oxide  primer  and  three  coats  of  approved  synthetic enamel   paint   etc.,   complete   as   per   specifications   and approved  drawings  with  lead  upto  1  km  and  all  lifts  for structural  steel  components  and  all  leads  and  lifts  including packing / forwarding charges for other materials.
Note:
1. Capacity of hoist in tonnes including 25% reserve capacity
= 2.5 x Weight of gate including ballast
(Hoist capacity shall be rounded off to next 5 tonne )
Weight  of  hoist  with  all  accessories:  250  kg.  per  tonne capacity of hoist
2. Quantity of structural steel = 34.0% of computed weight of 1 hoist
Tonne 64000.00
15 Design,  fabrication,  supply,  erection  and  commissioning  of embedded  parts  (without  groove  liners)  consisting  of  sill beam, wheel tracks, seal seats, guide rails, breast wall liner upto   1m   height   above   the   roof   of   vent   etc.,   with   all accessories for river / canal sluice emergency gate including cost  of  all  materials,  machinery,  labour,  cutting,  aligning, welding  anchoring,  finishing,  cleaning,  applying  one  coat  of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint etc., complete as per specifications and approved drawings with lead upto 1 km and all lifts for structural steel components   and   all   leads   and   lifts   including   packing   / forwarding charges for other components / materials.
Note:
1. Wt of 1 set embedded parts in tonnes
= 0.0444 x (L2 x H x h)0.659
Weight of breast wall lining: 250 kg per sqm of breast wall Where
(L) is length = clear vent opening in m + 0.70 m
(H) is height of gate in m = Clear vent height in m + 0.30 m
(h) is head of water above sill of gate in m = FRL - Sill level
2. Quantity of structural steel = 87.0% of computed weight of 1 set
Tonne 227700.00
16 Design,  fabrication,  supply,  erection  and  commissioning  of embedded parts ( with groove liners ) consisting of sill beam, wheel tracks, seal seats, guide rails, breast wall liner ( upto 1 m above the roof of vent ), groove liner upto breast wall level etc.,  with  all  accessories  for  river  /  canal  sluice  emergency gate including cost of all materials, machinery labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint etc., complete as per specifications and approved  drawings  with  lead  upto  1  km  and  all  lifts  for structural  steel  components  and  all  leads  and  lifts  including packing / forwarding charges for other materials.
Note:
1. Wt of 1 set embedded parts in tonnes
= 0.0600 x (L2 x H x h)0.659
Weight of breast wall lining: 250 kg / sqm of breast wall Weight of groove liner: 200 kg / sqm of groove lining Where
(L) is length = Clear vent opening in m + 0.70 m
(H) is height of gate in m = Clear vent height in m + 0.30 m
(h) is head of water above sill of gate in m = FRL - Sill level
2. Quantity of structural steel = 92.7% of computed weight of 1 set
Tonne 173300.00
17 Design,     fabrication,     supply,     erection,     testing     and commissioning   of  fixed  wheel  type  vertical  lift  emergency gate consisting of skin plate, horizontal and vertical girders, wheels,   stiffeners,   lifting   brackets,   guide   rollers,   ballast blocks, teflon claded rubber seals etc., with all accessories for river sluice / canal sluice vent including cost of all materials, machinery,   labour,   cutting,   aligning,   welding,   finishing, cleaning,  applying  one  coat  of  zinc  rich  epoxy  primer  and three  coats  of  cold  applied  coal  tar  epoxy  paint,  seal  fixing etc.,  complete  as  per  specifications  and  approved  drawings with   lead   upto   1   km   and   all   lifts   for   structural   steel components   and   all   leads   and   lifts   including   packing   / forwarding charges for other materials.
Note:
1. Wt of 1 gate in tonnes (including ballast)
= 0.0888 (L2 x H x h)0.659
Where
(L) is length = Clear vent opening in m + 0.70 m.
(H) is height of gate in m = Clear vent height in m + 0.30 m
(h) is head of water above sill of gate in m = FRL - Sill level
2. Quantity of structural steel = 46.7% of computed weight of 1 gate.
Tonne 152800.00
18 Design,     fabrication,     supply,     erection,     testing     and commissioning  of automatic lifting beam with all accessories for handling, lowering and lifting of river sluice / canal sluice emergency  gate  including  cost  of  all  materials,  machinery, labour,   cutting,    aligning,    welding,   finishing,   cleaning, applying one coat of zinc rich epoxy primer and two coats of cold  applied  coal  tar  epoxy  paint  etc.,  complete  as  per specifications and approved drawings with lead upto 1 km and all lifts for structural steel components and all leads and lifts including packing / forwarding charges for other materials.
Note:
1. Weight of lifting beam in tonnes
= 0.0090 x (L2 x H x h)0.659
Where
(L) is length = Clear vent opening in m + 0.70 m
(H) is height of gate in m = Clear vent height in m + 0.30 m
(h) is head of water above sill of gate in m = FRL - Sill level
2. Quantity of structural steel = 76.3% of computed weight of 1 beam
Tonne 225800.00
19 Design,  fabrication,  supply,  erection  and  commissioning  of embedded  parts  consisting  of  sill  beam,  wheel  tracks,  seal seats,  guide  rails  etc.,  with  all  accessories  for  vertical  lift barrage  gate  including  cost  of  all  materials,   machinery, labour,   cutting,   aligning,   anchoring,    welding,   finishing, cleaning, applying one coat of zinc rich epoxy primer and four coats  of  cold  applied  coal  tar epoxy  paint  etc.,  complete as per specifications and approved drawings with lead upto 1 km and all lifts for structural steel components and all leads and lifts   including   packing   /   forwarding   charges   for   other components / materials.
Note:
1. Wt of 1 set of embedded parts in tonnes
= 0.0055 (L2 x H x h)0.716
Where
(L) is length = Clear distance between piers in m + 1 m.
(H) is total height of gate in m = FRL - Sill level + 0.20 m
(h) is head of water above sill of gate in m = FRL - Sill level
2. Quantity of structural steel = 82.3% of computed weight of 1 set
Tonne 275600.00
20 Design,     fabrication,     supply,     erection,     testing     and commissioning of fixed wheel type vertical lift gate consisting of   skin   plate,   vertical   and   horizontal   girders,   wheels, stiffeners, lifting brackets, guide shoes, rubber seals etc., with all  accessories  for  barrage  including  cost  of  all  materials, machinery,   labour,   cutting,   aligning,   welding,   finishing, cleaning,  applying  one  coat  of  zinc  rich  epoxy  primer  and three  coats  of  cold  applied  coal  tar  epoxy  paint,  seal  fixing etc.,  complete  as  per  specifications  and  approved  drawings with   lead   upto   1   km   and   all   lifts   for   structural   steel components  and  all  leads  and  lifts  including   packing  / forwarding charges for other materials.
Note:
1. Weight of 1 gate in tonnes = 0.0335 (L2 x H x h)0.716 Where
(L) is length = Clear distance between piers in m + 1 m
(H) is total height of gate in m = FRL - Sill level + 0.20 m
(h) is head of water above sill of gate in m = FRL - Sill level
2. Quantity of structural steel = 96.7% of computed weight of 1 gate
Tonne 155200.00
21 Design,  fabrication,  supply,  erection  and  commissioning  of structural  steel  hoist  bridge  consisting  of  columns,  beams, bracings,  stiffeners,  ties,  chequered  plate  covering,  hand railing,  ladder etc.,  with  all  other accessories  for supporting rope drum hoist for operating barrage gates including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding,   finishing,   cleaning,   applying   two   coats   of   zinc chromate  red  oxide  primer  and  three  coats  of  approved synthetic  enamel  paint  etc.,  complete  as  per  specifications and approved drawings with lead upto 1 km and all lifts for structural  steel  components  and  all  leads  and  lifts  including packing / forwarding charges for other materials.
Note:
1. Columns (with bracings / anchors / stiffeners): 400 kg. per metre height
Beams  (with  cross  beams  /  stiffeners):  400  kg.  per  metre span
Railing / Chequered plate / Ladder etc: 10 % of wt columns / beams
Weight proposed includes all columns / beams for 1 hoist.
2. Quantity of structural  steel = 97.8% of computed weight for 1 span.
Tonne 133600.00
22 Design,     fabrication,     supply,     erection,     testing     and commissioning   of   adequate   capacity   rope   drum   hoist consisting of hoist platform, rope drums, shafts, pulleys, gear system,   electric   motor,   electro-magnetic   brake   system, manual  operation  assembly,  gate  position  indicator,  control panel,  wire  rope  etc.,  with  all  accessories  for  operating vertical  lift  roller  gate  for  barrage  including  cost  of  all materials,   machinery,   labour,   cutting,   bending,   aligning, anchoring,  welding,  finishing,  cleaning,  greasing,  applying two coats of zinc chromate red oxide primer and three coats of  approved  synthetic  enamel  paint  etc.,  complete  as  per specifications and approved drawings with lead upto 1 km and all lifts for structural steel components and all leads and lifts including packing / forwarding charges for other materials.
Note:
1. Capacity of hoist in t with 25 % reserve capacity
= 1.5 x Wt of gate.
(Hoist capacity shall be rounded off to next 10 tonne)
Weight  of  hoist  with  all  accessories:  100  kg  per  tonne capacity of hoist
2. Quantity of structural  steel = 12.4% of computed weight for 1 hoist.
Tonne 49600.00
III AUTOMATIC     OUTFLOW     REGULATING     GATE     FOR BARRAGE / ESCAPE    
23 Design,  fabrication,  supply,  erection  and  commissioning  of embedded  parts  consisting  of  sill  beam,  wall  plates,  seal seats,   first   stage   anchors,   anchor   girders,   anchor   bars, trunnion   supports   etc.,   with   all   accessories   for   outflow regulating automatic gates for barrage/escape including cost of  all  all  materials,  machinery,  labour,  cutting,  aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint etc., complete as per specifications and approved drawings with lead upto 1 km and all lifts for structural steel components   and   all   leads   and   lifts   including   packing   / forwarding charges for other materials.
Note:
1. Weight of 1 set embedded parts in tonnes
= 0.046 x (L2 x H x h)0.673
Where
(L) is length = Clear distance between piers in m.
(H) is height of gate in m = FSL - Sill level + 0.20 m
(h) is head of water above sill of gate in m = FSL - Sill level
2. Quantity of structural  steel = 94.0% of computed weight for 1 set.
Tonne 206000.00
24 Design,     fabrication,     supply,     erection,     testing     and commissioning   of  automatic  outflow  regulating  gate  and fulcrum   assembly   consisting   of   skin   plate,   stiffeners, horizontal  girders,  trunnion  assemblies,  gate  bracket,   base plate,  rolling surface assembly,  link brackets,  link assembly, rubber seals, seal clamps etc., with all accessories for barrage
/  escape  including  cost  of  all  materials,  machinery,  labour, cutting,   aligning,   anchoring,   welding,   finishing,   cleaning, applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing etc., complete as per specifications and approved drawings with lead upto 1 km and all lifts for structural steel components and all leads and lifts   including   packing   /   forwarding   charges   for   other materials.
Note:
1. Wt of gate & fulcrum assembly in tonnes
= 0.1325 x (L2 x H x h)0.673
Where
(L) is length = Clear distance between piers in m.
(H) is height of gate in m = FSL - Sill level + 0.20 m
(h) is head of water above sill of gate in m = FSL - Sill level
2. Quantity of structural  steel = 94.2% of computed weight for 1 gate.
Tonne 165500.00
25 Design,     fabrication,     supply,     erection,     testing     and commissioning of hoisting cum damping system consisting of low level horizontal lever link, low level long actuating lever, high level vertical lever link, high level short actuating lever, high  level  hoisting  bracket,  axle  for  lever  system,  friction shoes, supporting box for shoes, rack assembly, ratchet pawl, supporting  structure,  bracket  plate  etc.,  with  all  accessories for  outflow  regulating  automatic  gate  including  cost  of  all materials,  machinery,  labour,  cutting,  aligning,  anchoring, welding, finishing, cleaning, applying one coat zinc rich epoxy primer  and  three  coats  of  cold  applied  coal  tar  epoxy  paint etc.,  complete  as  per  specifications  and  approved  drawings with   lead   upto   1   km   and   all   lifts   for   structural   steel components   and   all   leads   and   lifts   including   packing   / forwarding charges for other materials.
Note:
1. Weight of hoisting cum damping system in tonnes
= 0.0695 x (L2 x H x h)0.673
Where
(L) is length = Clear distance between piers in m.
(H) is height of gate in m = FSL - Sill level + 0.20 m
(h) is head of water above sill of gate in m = FSL - Sill level
2. Quantity of structural  steel = 94.2% of computed weight for 1 gate.
Tonne 227600.00
IV      
26 Design,  fabrication,  supply,  erection  and  commissioning  of embedded  part  s  consisting  of  sill  beam,  wall  plates,  first stage   anchors,   anchor   girders,   anchor   bars,   trunnion supports, wire rope / pulley supports etc., with all accessories for canal regulator radial gates including cost of all materials, machinery,   labour,   cutting,   aligning,   anchoring,   welding, finishing, cleaning, applying one coat zinc rich epoxy primer and  four  coats  of  cold  applied  coal  tar  epoxy  paint  etc., complete  as  per  specifications  and  approved  drawings  with lead  upto  1  km  and  all  lifts  for structural  steel  components and all leads and lifts including packing / forwarding charges for other materials.
Note:
1. Weight of 1 set embedded parts in tonnes
= 0.092 x (L2 x H x h)0.673
Where
(L) is length = Clear distance between piers in m
(H) is height of gate in m = FSL - Sill level + 0.20 m
(h) is head of water above sill of gate in m = FSL - Sill level
2. Quantity of structural  steel = 95.1% of computed weight for 1 set.
Tonne 169700.00
27 Design,     fabrication,     supply,      erection,     testing     and commissioning   of   radial   gate   consisting   of   skin   plate, stiffeners,    horizontal    girders,    sector    arms,    trunnion assemblies, tie beam, pulley supports, bracings, rubber seals, seal  clamps  etc.,  with  all  accessories  for  canal  regulator including  cost  of  all  materials,  machinery,  labour,  cutting, bending,  aligning,  anchoring,  welding,  finishing,  cleaning, applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing etc., complete as per specifications and approved drawings with lead upto 1 km and all lifts for structural steel components and all leads and lifts   including   packing   /   forwarding   charges   for   other materials.
Note:
1. Weight of 1 radial gate in tonnes
= 0.1685 x (L2 x H x h)0.673
Where
(L) is length = Clear distance between piers in m
(H) is height of gate in m = FSL - Sill level + 0.20 m
(h) is head of water above sill of gate in m = FSL - Sill level
2. Quantity of structural  steel = 94.3% of computed weight for 1 gate
Tonne 171500.00
28 Design,     fabrication,     supply,     erection,     testing      and commissioning of adequate capacity electrically operated rope drum   hoist   consisting   of   hoist   platforms,   rope   drums, connecting   shaft,   gear   system,   electric   motor,   electro- magnetic  brake  system,  control  panel,  pulleys,  wire  rope, manual   operation   system,   railing,   ladder   etc.,   with   all accessories for operating canal regulator radial gate including cost  of  all  materials,  machinery,  labour,  cutting,  aligning, anchoring,  welding,  finishing,  cleaning  ,greasing,  applying two coats of zinc chromate red oxide primer and three coats of  approved  synthetic  enamel  paint  etc.,  complete  as  per specifications and approved drawings with lead upto 1 km and all lifts for structural steel components and all leads and lifts including packing / forwarding charges for other materials.
Note:
1. Capacity of hoist in t with 25 % reserve capacity
= 2.00 x Wt of gate
(Hoist capacity shall be rounded off to next 5 tonne)
Weight  of  hoist  with  all  accessories:  300  kg  per  tonne capacity of hoist
2. Quantity of structural  steel = 66.4% of computed weight for 1 hoist.
Tonne 72300.00
29 Design,     fabrication,     supply,     erection,     testing     and commissioning of adequate capacity manually operated rope drum   hoist   consisting   of   hoist   platforms,   rope   drums, connecting  shaft,  gear  system,  brake  system,  pulleys,  wire rope, manual  operation  system,  railing,  ladder  etc.,  with  all accessories for operating canal regulator radial gate including cost  of  all  materials,  machinery,  labour,  cutting,  aligning anchoring,  welding,  finishing,  cleaning,  greasing,  applying two coats of zinc chromate red oxide primer and three coats of  approved  synthetic  enamel  paint  etc.,  complete  as  per specifications and approved drawings with lead upto 1 km and all lifts for structural steel components and all leads and lifts including packing / forwarding charges for other materials.
Note:
1. Capacity of hoist in t with 25 % reserve capacity
= 2.00 x Wt of gate
(Hoist capacity shall be rounded off to next 5 tonne)
Weight  of  hoist  with  all  accessories:  275  kg.  per  tonne capacity of hoist
2. Quantity of structural  steel = 66.4% of computed weight for 1 hoist.
Tonne 66200.00
30 Design,  fabrication,  supply,  erection  and  commissioning  of embedded parts ( with top seal seat ) consisting of sill beam, wheel  tracks,  seal  seats,  guide  rails,  groove  lining  upto  top etc., with all accessories for vertical lift roller gate for canal escape / regulator including cost of all materials, machinery, labour,   cutting,   aligning,   anchoring,   welding,   finishing, cleaning, applying one coat of zinc rich epoxy primer and four coats  of  cold  applied  coal  tar epoxy  paint  etc.,  complete as per specifications and approved drawings with lead upto 1 km and all lifts for structural steel components and all leads and lifts   including   packing   /   forwarding   charges   for   other materials.
Note:
1. Wt of 1 set of embedded parts in tonnes
= 0.1332 x (L2 x H x h)0.659
Where
(L) is length = Clear vent width in m + 0.50 m
(H) is height of gate in m = Clear vent height in m + 0.20 m
(h) is head of water above sill of gate in m = FSL - Sill level
2. Quantity of structural  steel = 95.4% of computed weight for 1 set.
Tonne 184600.00
31 Design,     fabrication,     supply,     erection,     testing     and commissioning of fixed wheel type vertical lift gate ( with top seal  )  consisting  of  skin  plate,  stiffeners,  horizontal  and vertical girders, wheels, guide rollers, rubber seals etc., with all accessories for canal escape / regulator vent including cost of all materials, machinery, labour, cutting, aligning, welding, finishing,  cleaning,  applying  one  coat  of  zinc  rich  epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing etc., complete as per specifications and approved drawings with lead upto 1 km and all lifts for structural steel components   and   all   leads   and   lifts   including   packing   / forwarding charges for other materials.
Note:
1. Weight of 1 gate in tonnes = 0.0888 (L2 x H x h)0.659 Where
(L) is length = Clear vent width in m + 0.50 m
(H) is height of gate in m = Clear vent height in m + 0.20 m
(h) is head of water above sill of gate in m = FSL - Sill level
2. Quantity of structural  steel = 92.1% of computed weight for 1 gate
Tonne 177400.00
32 Design,     fabrication,     supply,     erection,     testing     and commissioning   of   adequate   capacity   screw   type   hoist consisting  of  supporting  structure,  platform,  railing,  ladder etc.,   with   all   accessories   for   operating   canal   escape   / regulator  gate  including  cost  of  all  materials,  machinery, labour,   cutting,   aligning,   anchoring,   welding,   finishing, cleaning,  greasing,  applying  two coats  of  zinc  chromate red oxide  primer  and  three  coats  of  approved  synthetic  enamel paint   etc.,  complete  as  per  specifications  and  approved drawings with lead upto 1 km and all lifts for structural steel components   and   all   leads   and   lifts   including   packing   / forwarding charges for other materials.
Note:
1. Capacity of hoist in t with 25% reserve capacity
= 2.50 x Wt of gate.
(Hoist capacity shall be rounded off to next 1 tonne) Weight of  hoist  with  all  accessories:  300  kg  per  tonne  capacity  of hoist
2. Quantity of structural  steel = 61.2% of computed weight for 1 hoist.
Tonne 46500.00
33 Design,  fabrication,  supply,  erection  and  commissioning  of embedded  parts  consisting  of  sill  beam,  wheel  tracks,  seal seats, guide rails, gate groove liners etc., with all accessories for canal escape / regulator stop log gate including cost of all materials,  machinery,  labour,  cutting,  aligning,  anchoring, welding, finishing, cleaning, applying one coat zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint etc., complete  as  per  specifications  and  approved  drawings  with lead  upto  1  km  and  all  lifts  for structural  steel  components and all leads and lifts including packing / forwarding charges for other materials.
Note:
1. Wt of 1 set of embedded parts in tonnes
= 0.0665 x (L2 x H x h)0.716
Where
(L) is length = Clear distance between piers in m + 0.50 m.
(H) is total height of stoplog gate in m = FSL - Sill level +
0.30 m
(h) is head of water above sill of gate in m = FSL - Sill level
2. Quantity of structural  steel = 95.9% of computed weight for 1 set
Tonne 179400.00
34 Design,     fabrication,     supply,     erection,     testing     and commissioning  of sliding  type interchangeable  stop  log  gate elements  consisting  of  skin  plate,  stiffeners,  horizontal  and vertical  girders,  lifting  hooks,  bronze  padded  slide  blocks, guide shoes, rubber seals etc., with all accessories for canal regulator  vent  including  cost  of  all  materials,  machinery, labour,    cutting,    aligning,    welding,    finishing,    cleaning, applying one coats of zinc rich epoxy primer and three coats of  cold  applied  coal  tar  seal  fixing  etc.,  complete  as  per specifications and approved drawings with lead upto 1 km and all lifts for structural steel components and all leads and lifts including packing / forwarding charges for other materials.
Note:
1. Wt of 1 set of stoplog elements in tonnes
= 0.0995 (L2 x H x h)0.716
Where
(L) is length = Clear distance between piers in m + 0.50 m
(H) is total height of stoplog gate in m = FSL - Sill level +
0.30 m
(h) is head of water above sill of gate in m = FSL - Sill level
2. Quantity of structural  steel = 98.5% of computed weight for 1 gate.
Tonne 162600.00
V GATES AND HOISTS FOR PUMP HOUSE INTAKE    
35 Design,  fabrication,  supply,  erection  and  commissioning  of embedded parts consisting of liners for trash rack grooves (for coarse and fine screens) with all accessories for pump house intake  structure  including  cost  of  all  materials,  machinery, labour,   cutting,   aligning,   anchoring,   welding,   finishing, cleaning, applying one coat of zinc rich epoxy primer and four coats  of  cold  applied  coal  tar epoxy  paint  etc.,  complete as per specifications and approved drawings with lead upto 1 km and all lifts for structural steel components and all leads and lifts   including   packing   /   forwarding   charges   for   other materials.
Note:
1. Wt of 1 set of embedded parts in tonnes
= 100 to 125 kg / m height
2. Quantity of structural steel = 100.0% of computed weight for 1 set.
Tonne 172900.00
36 Design,  fabrication,  supply,  erection  and  commissioning  of trash  racks   consisting  of  a  number  of  panels  of  suitable height  with  vertical  trash  bars    welded  to  structural  steel frame at wider interval and provided with weld  mesh frame for   pump   house   intake   structure   including   cost   of   all materials,   machinery,   labour,   cutting,   aligning,   welding, finishing,  cleaning,   applying  one  coat  of  zinc  rich  epoxy primer and four coats cold applied  coal tar epoxy paint etc., complete as per specifications and approved  drawings  with lead upto 1 km and all lifts for structural steel  components and all leads and lifts including packing / forwarding  charges for other materials.
Note:
1. Wt of trash rack panels for 1 vent in t
= 0.0375 x (L2 x H x h)0.716
Where
(L) is length = Clear distance between piers in m + 0.20 m
(H) is total height of trash rack panels in m
(h) is head of water above sill of trash rack in m = FSL - Sill level
2. Quantity of structural steel = 100.0% of computed weight
Tonne 118700.00
37 Design,  fabrication,  supply,  erection  and  commissioning  of embedded   parts consisting  of sill  beam, wheel  tracks, seal seats, guide rails, gate groove liners etc., with all accessories for  pump  house  intake  stop  log  gate  including  cost  of  all materials,  machinery,  labour,  cutting,  aligning,  anchoring, welding, finishing, cleaning, applying one coat zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint etc., complete  as  per  specifications  and  approved  drawings  with lead  upto  1  km  and  all  lifts  for structural  steel  components and all leads and lifts including packing / forwarding charges for other materials.
Note:
1.Wt of 1 set of embedded parts in tonnes
= 0.0665 x (L2 x H x h)0.716
Where
(L) is length = Clear distance between piers in m + 0.50 m
(H) is total height of stoplog gate in m = FSL - Sill level +
0.30 m
(h) is head of water above sill of gate in m = FSL - Sill level
2. Quantity of structural  steel = 95.9% of computed weight for 1 set.
Tonne 179400.00
38 Design,     fabrication,     supply,     erection,     testing     and commissioning of  sliding type stop log gate consisting of skin plate,  horizontal  and  vertical  girders,  lifting  hooks,  bronze padded  slide  blocks,  stiffeners,  guide  shoes,   rubber  seals etc.,   with   all   accessories   for   pump   house   intake   vent including  cost  of  all  materials,  machinery,  labour,  cutting, aligning,  welding,  finishing,  cleaning,  applying  one  coats of zinc rich epoxy primer and three coats of cold applied coal tar epoxy  paint,  seal  fixing  etc.,  complete  as  per  specifications and approved drawings with lead upto 1 km and all lifts for structural steel components and all leads and  lifts including packing / forwarding charges for other materials.
Note:
1. Wt of 1 stoplog gate in tonnes
= 0.0995 (L2 x H x h)0.716
Where
(L) is length = Clear distance between piers in m + 0.50 m
(H) is total height of stoplog gate in m = FSL - Sill level +
0.30 m
(h) is head of water above sill of gate in m = FSL - Sill level
2. Quantity of structural  steel = 98.5% of computed weight for 1 gate.
Tonne 162600.00
39 Design,  fabrication,  supply,  erection  and  commissioning  of electrically  operated  mono-rail  hoist  assembly  consisting  of electric motor, rope drum, gear system, wire rope with lifting attachment,  festoon  cabling  etc.,  with  all  accessories  for operating  pump  house  stop-log  gate  including  cost  of  all materials  (  excluding  providing  mono-rail  hoist  supporting structure  and  mono-rail  with  fixtures  ),  machinery,  labour, cleaning,  greasing  etc.,  complete  as  per  specifications  and approved drawings with all leads and lifts.
Note:
1. Hoist capacity = 1.50 x weight of stop-gate
Tonne 51800.00
40 Design,  fabrication,  supply,  erection  and  commissioning  of structural   steel   hoist   supporting   structure   consisting   of columns,  cross  beams,  bracings,  stiffeners,  mono-rail  with fixtures  etc.,  with  all  accessories  for  electrically  operated monorail  rope  drum  hoist  for  operating  pump  house  intake vertical  lift  gates  including  cost  of  all  materials,  machinery, labour,   cutting,   aligning,  anchoring,   welding,   finishing, cleaning,  applying  two  coats  of  zinc  chromate  red  oxide primer   and   three   coats   of   synthetic  enamel   paint   etc., complete  as  per  specifications  and  approved  drawings  with lead  upto  1  km  and  all  lifts  for structural  steel  components and all leads and lifts including packing / forwarding charges for other materials.
Note:
1. Columns with bracings / anchors / stiffeners: 150 kg per metre height.
Weight proposed above is for each intake vent
2.  Mono  rail  beam  with  cross  beams  :  100  kg  per  metre length
3. Quantity of structural  steel = 97.8% of computed weight for 1 span.
Tonne 133600.00
41 Design,     fabrication,     supply,     erection,     testing     and commissioning EOT crane consisting of double girder box type construction, rail mounted end carriages with long and cross travel  arrangement,  main  and  auxiliary  hoists  of  specified capacity, rails, pendant control, gear boxes, electric motors, brakes, rope drums, wire ropes, sheaves, end buffer stoppers, pendant operated DSL bus bars with all accessories for main and  auxiliary  hoists  for  handling  pumps  and  accessories  in pump   house   including   cost   of   all   materials,   machinery, labour,    cutting,    aligning,    welding,    finishing,    cleaning, greasing,  applying  two  coats  of  zinc  chromate  red  oxide primer   and   three   coats   of   synthetic  enamel   paint   etc., complete as per specifications and approved drawings with all leads and lifts.
Note:
1. EOT crane Main  hoist  capacity  =  1.25  x  Maximum  lifting load in tonne
2. EOT crane auxiliary hoist capacity = 10 % of main hoist
3. Rate for EOT crane shall be based on capacity of main hoist
Tonne 207800.00
NOTE:    
1 All  notes  under  General  Notes  on  Schedule  of  Rates  and  Notes  on  lead,  lift,  loading  and  un- loading  charges  are  applicable  to  Gate  /  Hoist  and  Allied  Works  also  to  the  extent  they  are relevant.
2 All materials / bought out components for embedded parts, gates, hoists and allied works shall conform to relevant Indian standards / technical specifications and approved drawings.
3 The basic rates are inclusive of preparation of designs / drawings / bill of materials etc., as per specifications and other technical data including revisions.
4 The  basic  rates  are  inclusive  of  cost  of  all  materials,  machinery,  labour,  fabrication,  erection, commissioning  and  testing  of  gates,  hoists  and  other  related  components  as  per  technical specifications.
5 The basic rates are inclusive of rehandling at fabrication and erection sites.
6 a The basic rates are inclusive of 1 km lead and all lifts for structural steel and all leads and lifts for other materials. For working out additional lead charges for structural steel 1 km lead included in basic  rate  shall  be  deducted  from  total  lead.  The  quantity  of  structural  steel  for  working  out additional lead, loading and un-loading charges shall be as per Note: 2 under each item.
6 b The  basic  rates  are  inclusive  of  3  percent  provision  towards  cost  of  packing,  forwarding  and transportation of all materials other than structural steel from their source of supply upto work site.  No lead charges shall be added for materials other than structural steel.
7 Unless  otherwise  specified  the  basic  rates  are  inclusive  of  standard  finish  required  for  all  the fabricated and bought out gate and hoist components.
8 The  basic  rates  are  inclusive  of  preparatory  works  such  as  rectification  of  damages,  repairing
shop  painting,  cleaning,  positioning  and  anchoring  first  stage  embedments,  cleaning  surface  for field painting etc.
9 The basic rates are exclusive of cost of river diversion dewatering, desilting etc.
10 Unless  otherwise  specified  ,  the basic  rates  for  all  items  are  on per tonne basis.  The  rate  per  set
or  per  number  shall  be  worked  out  on  the  basis  of  rate  per  tonne and  the tonnage  computed  as per detailed designs or as per empirical  formulae  furnished in  the " Note " under each item.
11 Minimum  dry  film  thickness  for  zinc  rich epoxy  primer  paint  and coal  tar epoxy  paint shall  be 40
microns  per coat and 100 microns per coat respectively.
12 The Basic Rate  adopted  under  this Head, "Annexure-XII  - Basic Rates of Gate /  Hoist and  Allied Works for Irrigation Projects" is exclusive of all taxes and GST.

ANNEXURE-XIEE
BASIC RATES OF HIRE CHARGES FOR PLANTS  & MACHINERIES

sl.
No.
Description of Machineries Unit Basic Rate approved
for the year 2020-2021
(w.e.f. 20.04.2020)
1 Pumping  charges  of  concrete  including  hire  charges  of pump, piping  work and accessories  etc. I
CLI
210.00
2 Carriage of concrete by Transit h1ixer Km. /
cum.
30.00
3 Cutting Saw Machine Day 1350.00
4 Concrete Joint Cutting Machine Day 900.00
5 Air Compressor  250 cfm.  with  two  leads  for  PneumatiC
Cutters / Hammers
Dy
a
1600.00
6 Excavation  of diaphragm  wall by Mechanical  Grab Day 1300.00
7 Hire and running charges of Bentonite Pump Day 3500.00
8 Hire and running charges of Crane  20 Tonne capacity Day 7000.00
9 Hire and running charges of Crane 40 Tonne capacity Day 8000.00
10 Hire and running charges of Crane 80 Tonne capacity Day 15000.00
NOT!. :    
1 The  Basic  Rate  adopted  under  this  Head,  "Annexure-XIII -  Basic  Rates  of  Hire Charges  for Plants and Machineries"  is exclusive  of all taxes and GST.
2 The  above  hire  charges  includes  cost  of services  of  operating  staff,  cost  of  lubricating  oil, diesel /  petrol /  Kerosene and other consumables  for running the plant and machinery.
3 Bitmap Bitmap The  hire charges  of  plant  machinery  on  per day  basis are  for  single  shift  of EIGHT  working hours.

*****