SCHEDULE OF RATES



 WRD: 7. GATE / HOIST AND ALLIED WORKS 

SCHEDULE OF RATES FOR THE YEAR : 2018-19

Item no Brief description of work unit Basic Rates in
1 2 3 4
  GATES AND HOISTS FOR DAM :    

WRD:

7.1.

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 appliedcoal 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 ( L 2 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 140400.00

WRD:

7.2.

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 ( L 2 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 = 92.5 % of computed weight of 1 gate
tonne 167500.00

WRD:

7.3.

Design, fabrication, supply, erection, testing and commissioning of electrically operated rope drum hoist 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 tonne 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

capacity

42800.00

WRD:

7.4.

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 m length Rm 23800.00

WRD:

7.5.

Design, fabrication, supply, erection and commissioning of embedded parts consisting of sill beam, slide tracks, seal seats, guide rails, dogging sets for storage of stoplog 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 fourcoats 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 ( L 2 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 = 83.8 % of computed weight of 1 set tonne 239400.00

WRD:

7.6.

Design, fabrication, supply, erection, testing and commissioning of vertical lift sliding type all interchangeable ( except bottom element ) stoplog 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 ( L 2 x H x h ) 0.716 2 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 111700.00 

WRD:

7.7.

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 ( L 2 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 138400.00

WRD:

7.8.

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, electromagnetic 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 tonne charges for other materials.  Note: 1. Capacity of gantry crane in including 25 % reserve capacity = 2.5 x ( Weight of 1 set of stoplog gate / Number of elements ). ( Hoist capacity shall be rounded off to next 5 tonne ) Weight of moving gantry crane : .25 tonne per tonne capacity of gantry. 2. Quantity of structural steel = 70.4 % of computed weight of gantry.

tonnes

capacity

231000.00

WRD:

7.9.

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 stoplog 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. Rm 7600.00 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.
   
WRD:7.10. 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 ( L 2 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 182300.00 

WRD:

7.11.

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 ( L 2 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 142700.00 
WRD: 7.12. 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 for other materials. sqm 20600.00
Note: 1. Weight of vent liner including stiffeners /anchors : 200 kg / sqm area. 2. Quantity of structural steel = 100.0 % of computed weight
   

WRD:

7.13.

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 ( L 2 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 123400.00 

WRD:

7.14.

Design, fabrication, supply, erection, testing and commissioning of adequate capacity rope drum 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 tonne 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.
capacity 53600.00 
WRD: 7.15. 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 ( L 2 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 196100.00 

WRD:

7.16.

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 ( L 2 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 level2. Quantity of structural steel = 92.7 % of computed weight of 1 set.
tonne 145600.00 

WRD:

7.17.

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 ( L 2 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 122800.00 

WRD:

7.18.

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 ( L 2 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 185700.00
  GATES AND HOISTS FOR BARRAGE :    

WRD:

7.19.

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 ( L 2 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. Note: 1. Wt of 1 set of embedded parts in tonnes = 0.0055 ( L 2 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 227900.00 

WRD:

7.20.

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 ( L 2 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 124400.00

WRD:

7.21.

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 110100.00
WRD: 7.22. 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-magnatic 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 tonne 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. capacity 40900.00
  AUTOMATIC OUTFLOW REGULATING GATE FOR BARRAGE / ESCAPE:    

WRD:

7.23.

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. 1. Weight of 1 set embedded parts in tonnes = 0.046 x (L 2 x H x h) 0.673 Note: 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 175300.00

WRD:

7.24.

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 (L 2 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 133900.00

WRD:

7.25

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 188600.00 
  GATES AND HOISTS FOR CANAL REGULATORS :    

WRD:

7.26.

Design, fabrication, supply, erection and commissioning of embedded parts 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. tonne  Note: 1. Weight of 1 set embedded parts in tonnes = 0.092 x (L 2 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.
7.26. 142800.00

WRD:

7.27.

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 ( L 2 x H x h ) 0.673 2 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 139600.00

WRD:

7.28.

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 / tonne 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.
capacity 63200.00

WRD:

7.29.

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 tonne 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. capacity 57400.00 

WRD:

7.30.

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., complets 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 (L 2 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 156200.00

WRD:

7.31.

Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift gate ( with top seal ) consisting of skin plate, siffeners, 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 ( L 2 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 144600.00

WRD:

7.32.

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 / tonne orwarding 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.
capacity 38500.00

WRD:

7.33.

Design, fabrication, supply, erection and commissioning of embedded parts consisting of sill beam, wheel tracks, seal seatss, guide rails, gate groove liners etc., with all accessories for canal escape / regulator
stoplog 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 ( L 2 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 151100.00
WRD: 7.34. Design, fabrication, supply, erection, testing and commissioning of sliding type interchangeable stoplog 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 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 set of stoplog elements in tonnes = 0.0995 ( L 2 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 132100.00
  GATES AND HOISTS FOR PUMP HOUSE INTAKE:    

WRD:

7.35.

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  ifts 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 142500.00 \

WRD:

7.36.

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 ( L 2 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 105400.00 

WRD:

7.37.

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 stoplog
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 uoto 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 ( L 2 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 151100.00

WRD:

7.38.

Design, fabrication, supply, erection, testing and commissioning of sliding type stoplog 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 ifts including packing / forwarding charges for other materials. Note: 1. Wt of 1 stoplog gate in tonnes = 0.0995 ( L 2 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 132100.00

WRD:

7.39.

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 tonne drawings with all leads and lifts.  Note: 1. Hoist capacity = 1.50 x weight of stop-gate
capacity 51800.00

WRD:

7.40.

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 110100.00 

WRD:

7.41.

Design, fabrication, supply, erection, testing and commissioning EOT crane consisting of double girder box type construction, rail mounted end carraiges 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 tonne as perspecifications 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

capacity

173300.00

*****