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| 1 | Supply of following structural steel materials per SS Gate:(Gate Size:1900(w)x1000(h) i. Embedded parts-Guide channel-180x5700x10thx2nos, 130x5700x10thx4nos, ISA50x 50x 6x100lx10nos, ½ cut ISMB200 x2100lx1no, Breast Wall-2000x 60x8x2nos, Anchor plate 200x100x 10thx4nosii. Gate Leaf details-1900x1000x10thx1no, 990x75x12thx2nos, ISA65x65x6x 1860lx4nos. 1000x65x10thx4nos, 80x30x12thx4nos, 200x250x16thx2nosiii. Seal details-1900x60x8thx3nos, 1000x60x8thx4nosiv. Cross Beam and Hoist-ISMB200x2100lx2nos,200x200x10thx4nos, v. Restraining Beam-ISMB-150-2100x2nos, ISMB150-150lx100x2nos |
| 2 | Supply of following bought out materials per Gate:Stainless steel flat 2000lx60wx6thx5no,1900lx60wx6thx1no, Natural/ Synthetic rubber seal confirming to IS:11855-botttom half round at one end 1900lx75wx12thx1no, P-type seal 32Ø x3900lx80wx10thx1no., Corner Seal-1000l, Hex bolt M12x70N IS:1363 with washex19nos, CSK screw M12x70N IS:1363 with washerx39nos, Nut type Screw Gear box assembly suitably threaded for 80mm dia screw rod including 1no thrust ball bearing in complete shape-1set, 80Ø Screw rod withdouble square threaded to M78x10x2700l, 80Øx2000l plain stem rod, Restraining arrangement bush ID:80x10tx200lx1no., Al-Br, suitable Restraining arrangement MS bush clamp of 200lx1pair, Flange coupling-200Øx12tx1pair suitable to 80Østem rod with all bolts and nutsM16x35Nx6nos, Gate pin-40Øx150lx1no. material:45C8:IS1570, Grease MP3-5Kg, Mobile-1Litre, Suitable Gate handle Nut of gear box-1no., Foundation bolt M16x150Nx8nos with double washer, Split pin-1no, Bronze pad-80x30x12x4nos, CSK bolt suitable for bronze pad-16nos |
| 3 | Fabrication cost of following steel materials and their accessories including machineries, fixtures, labour, cutting, aligning, welding, cleaning with all lead and lift etc completed in all shape per gate: Embedded parts-446.80Kg, Shutter and its accessories-296.20Kg, Cross Beam and Hoist-187.34kg |
| 4 | Cost of erection, trail and commissioning including machineries, fixture, labour, cutting, aligning, welding, cleaning with all lead and lift completed in all shape per gateFabricated materials-976.86Kg and Bought out materials-326.46Kg |
| 5 | Paining of all structural steel by applying one coat primer of 40micron thick and three coats of final paint of 100micron thick each for embedded parts by one coat zinc rich primer and three coats of coal tar epoxy paint, Gate leaf of shutter by one coat zinc rich primer and three coats of coal tar epoxy paint, Hoist platform by one coat zinc rich primer and two coats of Al paint all inclusive of clearing, degreasing, handling, cost of materials, labour, all consumables and tools and tackles etc as per relevant IS Code and specification. |
| 6 | Cost of concrete cutting and chipping excess concrete from the vent groove of Guide channel 200x200x5700x6nos, Sill beam 200x200x2100x1no, Breast wall-200x200x2000x1no., Cross Beam 200x200x200x4nos, Restraining Beam-200x200x200x4nos and 2nd stage concreting after fixing of guide channel, sill beam and cross beam, hire charges of DG set for all erection work, cost of watch and ward at erection site and transportation of all man and materials, tools and tackles machineries etc completed in all respect as per the direction of the Engineer-in-Charge of the site |
| 7 | Supply of following structural steel materials per HR Gate:(Gate Size:1900(w)x1000(h) i. Embedded parts-Guide channel-180x2400x10thx2nos, 130x2400x10thx4nos, ISA50x50x6x100lx10nos, ½ cut ISMB200 x2100lx1no,Breast Wall-2000x60x8tx2nos, Anchor plate 200x100x10thx4nosii. Gate Leaf details-1900x1000x10thx1no, 990x75x12thx2nos, ISA65x65x6x 1860lx5nos, 1000x65x10thx4nos, 80x30x12thx4nos, 200x250x16thx2nosiii. Seal details -1900x60x8thx3nos, 1000x60x8thx4nosiv. Cross Beam and Hoist-ISMB200x2100lx2nos, 200x200x10thx4nos, |
| 8 | Supply of following bought out materials per Gate:Stainless steel flat 2000lx60wx6thx5nos, 1960lx60wx6thx1no., Natural/ Synthetic rubber seal confirming to IS:11855-botttom half round at one end 1900lx75wx12thx1no, P-type seal 32mm Ø x3900lx80wx10thx1no, Corner Seal-1000l, Hex bolt M12x70N IS:1363 with washerx19nos, CSK screw M12x70N IS:1363 with washerx40nos, Nut type Screw Gear box assembly suitably threaded for 80mm dia screw rod including 1no thrust ball bearing in complete shape-1set, 80Ø Screw rod withdouble square threaded to M78x10x1400l, Gate pin-40Øx150lx1no. material:45C8 : IS1570, Grease MP3-5Kg, Mobile-1Litre, Suitable Gate handle Nut of gear box-1no., Foundation bolt M16x150Nx8nos with double washer, Split pin-1no, Bronze pad-80x30x12x4nos, CSK bolt suitable for bronze pad-16nos |
| 9 | Fabrication cost of following steel materials and their accessories including machineries, fixtures, labour, cutting, aligning, welding, cleaning with all lead and lift etc completed in all shape per gate: Embedded parts-218.84Kg, Shutter and its accessories-287.86Kg, Cross Beam and Hoist-121.34kg |
| 10 | Cost of erection, trail and commissioning including machineries, fixture, labour, cutting, aligning, welding, cleaning with all lead and lift completed in all shape per gateFabricated materials-659.44Kg and Bought out materials-160.26Kg |
| 11 | Paining of all structural steel by applying one coat primer of 40micron thick and three coats of final paint of 100micron thick each for embedded parts by one coat zinc rich primer and three coats of coal tar epoxy paint, Gate leaf of shutter by one coat zinc rich primer and three coats of coal tar epoxy paint, Hoist platform by one coat zinc rich primer and two coats of Al paint all inclusive of clearing, degreasing, handling, cost of materials, labour, all consumables and tools and tackles etc as per relevant IS Code and specification. |
| 12 | Cost of concrete cutting and chipping excess concrete from the vent groove of Guide channel-200x200x2400x6nos, Sill beam 200x200x2100x1no, Breast wall-200x200x2000x1no., Cross Beam 200x200x200x4nos and 2nd stage concreting after fixing of guide channel, sill beam and cross beam, hire charges of DG set for all erection work, cost of watch and ward at erection site and transportation of all man and materials, tools and tackles machineries etc completed in all respect as per the direction of the Engineer-in-Charge of the site. |
