Construction of New Loco Trip Inspection Facility in Existing Washing Line at Bhagalpur and Capacity augmentation for air brake testing & Painting by extension of WRS-V towards South end in Workshop Jamalpur in the Jurisdiction of Dy. CE/Con/BGP.

01-Schedule-NS(1)

02-Schedule-DSR(1)

03-Schedule-DSR(2)

04-Schedule-DSR(3)

05-Schedule-USSOR(5) P.Way

06-Schedule-USSOR(6)

Item Breakup - 01-Schedule-NS(1)

Supplying, fitting, erecting & fixing in Metre proper alignment as directed, UPVC pipes A-type and fittings conforming to IS: 13592-1992 of Brand supreme or similar make etc. with necessary connections or fastenings. The rate also includes making scaffolding, making holes to the existing walls or structures etc. and making good the damages including joining with jointing materials (Spun, Valamoid, Bitumen or M-Seal etc.) complete in all respect. (i) UPVC Pipe: 160mm dia

UPVC Bend 87.5 degree or as required: Each 160mm dia

UPVC Shoe: 160mm dia ER-CAO-C-HQ-ENGG/EASTERN RLY

Supply and installation or Erection of Numbers wind Driven Turbo Ventilators-make TVI or similar on the existing Roof made up of asbestos sheets/Corrugated G.I Sheets or Toughened Aluminum sheets at the shop floor roof height of 60'(feet) (approximately) with base made up of FRP or Polycarbonate with corrugation matching to existing roof sheet profile complete in all respect as per the technical features & specifications details shown in attached Annexure-A with contractor's men and material as per the direction of Engineer-in-charge. The rate should be inclusive of all taxes as applicable including all types of charges like packing, transportation, shifting of materials, loading, unloading, manpower, accommodation, storage, consumables & all other incidental expenses whatsoever required. The technical features & specifications details of Turbo Ventilators-make TVI or similar (1) Turbine Diameter 28 Inch (760mm). 2) Neck or Throat 24 Inch (610mm). 3) Height 18 Inch (460mm). 4) Vanes (Blades) 42 Vanes, Aluminum 0.5 mm thickness Alloy 8011. 5) Base Ring MOC (Mounting ring) Stainless steel. 6) Top plate MOC stainless steel 0.8 mm thickness. 7) Rotation Twin Sealed 6203ZZ bearings with self-lubricating DuPont Zytel 101L Polyamide 66 resin to ensure frictionless rotation even at lowest wind velocity. (8) Centre shaft 18mm high carbon steel zinc plated. 9) Inner Arms M.S. with electro zinc plating. (10) Outer Arms M.S. with electro zinc plating. 11) FRP or Polycarbonate base plate 2mm thick clear 1.020 mtr wide and 1.65mtr long matching your sheet profile. 12) Weight of the ventilator 6.5 kg. approx. 13) Center width 800mm + 5mm. 14) Dia of Bottom Ring 600mm + 15mm. 15) Number of Bearing 02 nos. 16) Bearing Type SKF-6001 ZZ & 6003 ZZ Permanently Lubricated & Sealed. 17) Rivets Aluminum Alloy with Washer. The rates of the spares and components will remain firm during the currency of the service agreement.

Erecting & fixing crane rail 52Kg/90 Metre R/60Kg in position to correct gauge level with MS clips as per approved drawing. The rate includes all labour, materials tools and plants and scaffolding as reuired to complete the work. The rates also includes painting of rails with two cats of Red-oxide over one coat of Red- oxide zinc chromate primer. The P.Way materials such as rail, fish plates and bolts & nuts will be supplied free by the railway.

Structural steel work in single section, Kg fixed with or without connecting plate, including cutting, hoisting, fixing in position and without applying a priming coat of approved steel primer all complete. ER-CAO-C-HQ-ENGG/EASTERN RLY

"Supplying fabricating and erecting Kg welded and or bolted and or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing excluding applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by Engineer-in-charge. Note: The payment shall be made on the theoretical weight of main components and gusset plates only. "" "

Steel work welded in built up sections or Kg framed work, including cutting, hoisting, fixing in position and without applying a priming coat of approved steel primer using structural steel etc. as required. (i)In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete

Supply of labour or Helpers for Man- assistance to railway inspectors officers Days during inspection, supervision and measuremenrt of field work etc. as per instruction of Engineer - in - Charge or his representative. For safety related works, competency will be ensured by the inspector concerned.

Leading 90R/52/60 kg rails (single/3 Rail panel), switches , Xing,PSC sleeper (wider/ordinary/Bridge sleeper & turnout) and all p.way materials etc by contractors own means of leading from road side to site of works or from side of running track to road side and one location along the new formation .During leading no materials shall be damaged lead upto 500m

Shifting of materials as rails of any MT section, wooden or CI or Steel or concrete sleepers & all P.way fittings etc to the new position including picking up and stacking as per direction of site engineer within lead up to 60m with contractor's own labours, tools and plants, all lead, lift, ascend, crossing of tracks up to satisfaction of site engineer ER-CAO-C-HQ-ENGG/EASTERN RLY

Grouting of MCI insert by epoxy resin Numbers with hardner quantity 840 Aerolite GU- 257 and quartz sand (all to be made by weight in the ratio of 1:2:7) respectively including making holes and in bed block of size 65 mm dia and 110 mm deep drying the holes with blow lamp with all labours, materials, tools and plants and other accessories as required to keep the MCI inserts in proper level and alignment as per direction of engineer at site. The rate is inclusive of supplying MCI inserts by the Contractor.

Making leveling course on bed block 25 Sqm mm thick (Average) EPOXY resin mortar Hardner HY 840 Aradite GY 257 and quartz sand (All to be mixed by weight in the ratio 1:2:10 respectively in proper shape and size including chipping of concrete to make the surface of bed block rough, cleaning the same properly with wire brush, drying bed with blow lamp before putting epoxy mortar with all labours, materials, tools and plants as necessary to complete the work in all respect as per direction of engineer at site. No materials will be supplied by the Railway under this item. Total 71575819.00

Item Breakup - 02-Schedule-DSR(1)

Item Breakup - 03-Schedule-DSR(2)

Item Breakup - 04-Schedule-DSR(3)

Item Breakup - 05-Schedule-USSOR(5) P.Way

Lubrication of gauge face of rail on RM curves, cross overs, points & crossings, turn-in curves and at locations as required with contractor's grease graphite grade "O" IS 408 and as directed. Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge :

Rail section of 90R and below

Rail section of 52Kg and above ER-CAO-C-HQ-ENGG/EASTERN RLY Under Traffic Block: Dismantling of existing BG turnouts, diamond crossings and derailing switches with all types of rails and sleeper layout, removing rails, switches, crossings, sleepers & fastenings, leveling of ballast to correct profile & stacking all the released materials, sleepers, fastenings, rails, switches & crossings including segregating & stacking at specified locations in a neat and countable manner, within the lead of 250m & all lift, clear of infringements, crossing of track, if any complete, as directed. Note: 1. This item shall be operated only when existing turnout is replaced either with new turnout in case of TTR or with plain track when existing turnout is no more required at that location. 2. Rail cutting will be paid extra under relevant item. 3. Laying of new turnout or plain track on prepared ballast bed, as required, shall be paid separately under relevant item.

1 in 8½ Turnout (Under Traffic Block) Laying and linking all types of turnouts, diamond crossings and Derailing switches with 52Kg / 60Kg rail section on PSC sleepers on ballast bed, prepared after dismantling & removal of existing turnout/normal line during TTR/yard remodeling under traffic block, as per standard drawing, duly leading sleepers, rails, switches, crossings, fastenings including rail cutting, drilling, fixing of all components, fittings with housing of tongue rails as per requirement of signaling, preparing ballast bed, filling and spreading of ballast as required, linking of turnout with track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication of fittings/fastening, complete as directed by Engineer in-charge. Note: Payment for dismantling & removal of existing turnout/normal line, transportation/stacking of released material and preparing of ballast bed is not included in this item and shall be paid under relevant item.

1 in 8½ Turnouts

Fabrication, supply and fixing of hand Set operated lever boxes with pull rod of 33mm dia to Drg.No. MA3040 including lead, lift, loading, unloading, tools and plants, transportation, crossing of track wherever necessary as directed by Engineer-in-charge at site. Note: 1. Rate including Fabrication, Supply and Fixing of hand operated boxes. 2. Spring point lever (Self reversing type) as per drawing no. TMC-12 (Sheet 1,2,3). ER-CAO-C-HQ-ENGG/EASTERN RLY

Dismantling of existing LWR/SWR track of TRM any structure, removing rails, sleepers, fish plates, cutting of rails, segregation and stacking of released Rails, Sleepers and fitting at nominated location in countable manner within a free lead of 500m, levelling of ballast to correct profile for laying new track over it, all as per direction of Engineer-in-Charge. Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, on ballast bed spread and compacted with suitable roller, over prepared formation including leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item.

For sleeper density of 1540 sleepers per TRM km Slewing and realigning of curves under traffic line block condition, as directed by Engineer in-charge with contractor's labour, tools & plants, as required with general lift up to 25mm including one round of through packing, ballast profiling, loosening/tightening of P.Way fittings, if required and other incidental w o r k s . Note: Payment will be made based on average slew calculated in each 50m length of track by averaging absolute values of positive and negative value of slews.

PSC Sleeper track - Maximum slew up to TRM 50mm

PSC Sleeper track - Maximum slew more TRM than 50mm and up to 100mm

PSC Sleeper track - Maximum slew more TRM than 100mm and up to 150mm

PSC Sleeper track - Maximum slew more TRM than 150mm Anti-corrosive painting of rail outside track on rail bottom, web, foot and fishing plane with two coats of thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM.

For 60 Kg Rails ER-CAO-C-HQ-ENGG/EASTERN RLY Cutting of rails with Rail Cutting Machine (Saw type) in all types of rail sections with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Cutting Machine (Saw type) will be as per RDSO Specification No. TM/SM/4, dated 24.04.1991. Note: This item shall only be used in specific circumstances on specific order of Engineer-in-Charge.

60 Kg - 90 UTS - Outside Track

52 Kg - 90 UTS - Outside Track

60 Kg - 90 UTS- On Running Line

52 Kg - 90 UTS- On Running Line Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in- charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991.

On Running Line Loading, leading and unloading of 52Kg / 60Kg rail up to 13 metre length by Railway's Rail Dolly / Dip Lorry to the nominated location under traffic with line protection in case road carriage is not possible with different lead with a lift up to 5 metre during block period.

For lead up to 500 metre.

For lead beyond 500 metre and up to 1 MT Km.

Extra to Item no. 171031 and 171032 MT with contractor's Rail Dolly / Dip Lorry Loading of 52kg / 60kg PSC normal line and special sleepers up to 2.75 metre length in Depot / Station / Mid-section between stations in a neat manner to departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track with free lead up to 250 metre and lift up to 5 metre, if required with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied.

I n Wagon where mechanical handling is MT possible and traffic block is not required or in Truck / trailer Loading, leading and unloading of PSC Sleepers of 52Kg / 60Kg by Railway's Rail Dolly/ Dip Lorry to the nominated location under traffic in case road carriage is not possible for different leads and lift up to 5 metres.

For lead up to 500 metres

Extra to Item no. 172031 and 172032 MT with contractor's Rail Dolly/Dip Lorry. ER-CAO-C-HQ-ENGG/EASTERN RLY Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous m a t e r i a l except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading.

Lead up to 5 Km

Lead beyond 50 Km and up to 100 Km Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: 1 . Lead shall be the shortest motorable road length between the points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items.

Lead up to 5 Km

Lead beyond 5 Km and up to 10 km

Lead beyond 10 Km and up to 20 km

Lead beyond 20 Km and up to 30 km

Lead beyond 30 Km and up to 50 km

Lead beyond 50 Km and up to 100 Km

Lead beyond 100 Km and up to 150 Km

Extra for every Km per MT beyond 150 MT-Km Km over item no. 172057 Unloading of 52kg / 60kg PSC line and special sleepers up to 2.75 metre length in Depot / Station / Mid-section between stations in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up to 250 metre & lift up to 5 metre with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied.

From Truck / Trailer Unloading of 52kg / 60kg PSC special sleepers beyond 2.75 metre length in Depot / Station / Mid-section between stations in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up to 50 metre & lift up to 5 metre with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied.

From Truck / Trailer Unloading of Switches / Crossings / SEJ Rails / Glued Joints of any rail section and length with or without P.Way fittings & fastenings in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with lead up to 250 metre & lift up to 5 metres.

From Truck / Trailer ER-CAO-C-HQ-ENGG/EASTERN RLY Collection, segregation and stacking of various scattered P.Way materials at nominated stacking location with serviceable and un-serviceable ones separately within a lead up to 500 metre and lift up to 5 metre including crossing o f track(s) wherever necessary as directed by Engineer-in-Charge.

Rails, switches, crossings, SEJ, Glued MT Joints, Check Rails etc.

All type of PSC sleepers

P.Way fittings of all types and other MT similar loose items

Cutting foot of rail by gas or any other RM approved method for check rails and grinding sharp edges into smooth profile. Payment shall be made for length of cutting of foot.

Fabricating of check rails of 52Kg and RM 90R sections for providing to curves by cutting web of rail horizontally by gas, grinding for smoothening the cut edge and drilling of parabolic shaped holes to the web of check rails as per drawing and specification and as per directions of engineer in-charge with all contractor's labour, tools and materials complete. Note: 1. Rails shall be supplied by Railways 2.The both ends of head of check rails are to bent/cut as per drawing. 3. The released rail scrap shall be stacked neatly with in a lead of 500m. 4.Drilling of holes shall be paid under relevant item.

Arranging labour as and when required Day by the Engineer in charge, for various works under SSE/P.Way, with contractor's T&P, equipments, hand signal flags, etc. as per specifications, special conditions and detailed scope of work as furnished in the tender and as directed by the Engineer in charge. Note: Item shall be operated with prior approval of concerned Sr. DEN / DEN in charge. Total 4123520.60

Item Breakup - 06-Schedule-USSOR(6)

Supplying and fixing HSFG bolts of any Kg dia and any length with suitable nuts including DTI washers conforming to IRS- B1-2001 for bridges and steel structures with contractors labour, tools and plants and lead and lift etc., complete. ER-CAO-C-HQ-ENGG/EASTERN RLY Metallizing of steel work of girders with sprayed aluminium after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) & one coat of Zinc Chrome primer (IS:104) and two coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete job duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001. Note: Nominal Thickness of sprayed Aluminium coating shall be 150 microns. DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of Aluminium paint shall be 12-14 microns.

On new girder during fabrication Providing and fixing various size HTS holding down bolts conforming to relevant Codes/Specification in concrete column or in other structures with proper nuts, bolts, washers/plates, grouting of holes with cement or epoxy concrete with all material, labour, T&P as a complete job.

With epoxy concrete grouting. Supplying & fixing of Anti-Skid MS / Stainless Steel chequered plates on un- ballasted deck bridge as per approved drawings, with matching grade stainless steel fasteners as directed by Engineer- in- Charge, on new bridge or replacement of existing chequered plates on old bridge including removal of old chequered plates and stacking near approaches of bridge, clear from all infringement. Note: Joints of chequered plates shall not fall in between sleepers

Anti-Skid Stainless Steel chequered plate Kg conforming to latest IS: 6911, ISS Symbol 409 M, minimum 6mm thick (excluding bead height) with flat bottom and top pattern conforming to IS: 3502, 1A with bead height of minimum 0.8 mm - on New Bridges as per RDSO drawings. Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site.

Hydra or similar tyre mounted Pick-n- Hour Carry crane of 12T capacity for misc. works of handling of material Total 22321203.00