Open e-tender for the work of re-girdering of steel girder of Major Bridge No. 340/A (Span: 2x18.3 + 3x76.25 M) at Km. 211/7-9 in between station: Sujnipara - Jangipur Road in New Farakka - Azimganj section, Bridge no. 383/D DN line of Span (2x18.3 + 3x76.25)M, at Km 0/4-7, between New Farakka - Tildanga station, section and Bridge No. 41UP line of Span (4x45.76 M) at km 267/6-268/0, between Chamagram - Khaltipur station in Malda Town - New Farakka in the jurisdiction of Assistant Engineer/ BRL/ Malda, Eastern Railway.

A1-Girder items

A2-P. Way Items

B1-Schedule items

B2-Schedule items.

Item Breakup - A1-Girder items

Supply & fabrication of welded steel MT girder as per Railway approved drawing. The rate is inclusive of supply of steel section of IS: 2062 Gr. E250 B0 or as specified in relevant RDSO Drg. with all other materials like rivets / bolts with nuts and washers (HSFG), cost of testing of the materials etc and trial assembling of girder at workshop and thereafter final assembling at site before launching. The fabrication work to be carried out as per BI-2001 and as per latest welded bridge code and to be done at any RDSO approved workshop or in a well equipped workshop duly approved by the competent authority. Necessary QAP & WPSS will be prepared by the contractor at his own cost & to be approved by RDSO before starting the fabrication work. The rate shall include the cost of painting with a thick coat of Zinc chromate primer confirm to IS: 104 at all the hidden portion prior to fixing the stiffeners & assembling of girders. The rate shall also include the cost of loading of the girders at work shop, transporting by trailer to the approachable location nearest to the site feasible for loading on BFR as decided by the Engineer in-charge and unloading the same from trailor and placing them without any infringement to the running track with all lead, lift etc. as decided by the Engineer in-charge complete in all respects. Payment Clause: - a. After procurement of material at fabrication shop 40% payment will be made after inspection by Railway Officials. b. 50% payment will be made after fabrication and reaching of Bridge Girder at Bridge site. c. Remaining 10% payment will be done after launching of Girder. MALDA DIVISION-ENGINEERING/EASTERN RLY

Dismantling of existing girder under MT traffic block/Non-traffic block as per approved scheme. The rate includes cost of all tools & Tackles staging including their erection and dismantling etc. The rate shall also include the cost of depositing for loose dismantled members if any to the JMP SCRAP YARD or to the store of SSE/BR/MLDT as instructed by the Engineer in-charge.

Supply, fitting, fixing of 6mm/12mm thick Sqm commercial woolen felt complete in all respect.

Hiring charge of 5KV generator set Hour including fuels, lubricating oils, operation and maintenance with lighting arrangement with 6Nos. 500 watt halogen 2Nos. Point fixing complete in all respect.

Supplying manufacturing and transporting Set of bridge girder rock and roller bearing with contract's own steel for 76.2m clear spans 45.7m span etc. as per approved drg. Including anchor bolt for fixing the bearing with the girders including painting the same with one coat of red lead paint of approved quality with lead lift crossing of track all taxes etc.

Erection/Launching of newly assembled MT Open web girder and placement of the same on proper alignment line and level under traffic blocks as per approved scheme. The rate rate is inclusive of all all tools and plants required to carry out the work including chipping and cleaning of bed block if required.

Casting of precast RCC bed block cum including design and drawing of M-35 grade of RMC Including cost of steel including reinforcement with cutting bending placing in position shuttering etc. complete in all respect. The rate 18 also includes transporting precast bed block to the bridge site from casting yars.

Transporting of CC crib or any other MT heavy materials including loading and unloading of the materials with contractors men tools and plants etc.

Assemble/erection/placing of CC Cribs MT staging for Rly Crane propping fixing with the clamps, nut & bolts of convenient length and height at bed level of different locations of bridges wooden sleeper/wooden log is to be placed at top and bottom of CC Cribs staging to maintain level and line as per direction of site Engineer. The rate includes supply of labour, tool & plants etc. including all lead, lift, ascend descend crossing line etc. The staging should be removed after completion of work. MALDA DIVISION-ENGINEERING/EASTERN RLY

Supplying and driving hard wood ballah Metre piles of sal or similar types of length varying from 5m to 6m and of average diameter 150mm. The rates includes supplying and erecting of derricks, monkey, all other necessary equipments, tools, plants, fuel, labours etc. as required for completion of the work in all respect. The rate also includes application on single layer bitumen on the ballah piles before they driven in to the ground. The ballah shall be driven only when these are passed by the competent authority and driven order is given.

Erection/launching of newly assembled MT Plate girders and placement of the same on proper alignment line and level under traffic block with the help of Road crane/crane or any other means arranged by the contractor at his own cost duly maintaining safety. The erection scheme is to be submitted by the contractor and the work will be carried out after approval of the scheme by the railway authority. The rate is inclusive of all men and materials like tools & plants, tackles, heavy machineries road cranes etc. required to carry out the work as required. All ancillary works as required for erection and launching of girders will be bone by the contractor and no extra payment will be made for erection and launching of girder (if the launching scheme is approved with rail crane, hire charge of rail crane as demanded by Mechanical deptt will be deducted from contractora bill).

Loading /unloading of steel girder /Slabs MT by mechanical means or other means arrangement by contractor on/from BFR at suitable location of Malda division. The rate shall include all labour tools and tackles etc. required to carry out the complete in all respect.

Assistance to crane working during Hour day/night for removing of old girder or erection of new girder in traffic block by employing at least 16Nos. labour for 8hrs. Shift. Labour should be at site till completion of the traffic block. Total 484521833.00

Item Breakup - A2-P. Way Items

Dismantling of track structure from the Per old girder, stacking them properly and Track depositing the same to nearest P. Way Metre store as directed by the site in charge.

Linking of track including Guard rail over Per new girder as per relevant position in Track IRPM. Metre

Cutting of Rails 90R/52Kg/60Kg inside or Each outside of the track for provision gap in the rail section for erection purpose. The rate shall include all labour, tools & tackles etc. required to carry out the work complete in all respect. MALDA DIVISION-ENGINEERING/EASTERN RLY

Drilling holes in 90R/52Kg/60Kg rail inside Each or outside of track for provision of fish bolt for erection purpose. The rate shall include all labour, tools & tackles etc. required to carry out the work complete in all respect.

Per Lifting of track with contractor men, tools Track and tackles: 0 to 75 mm. Metre

Per Lifting of track with contractor men, tools Track and tackles: 75mm to 150 mm. Metre

Per Lifting of track with contractor men, tools Track and tackles: 150mm to 300 mm. Metre

Three round consolidation and packing of Per track before relaxation of speed. The rate Sleeper includes rectification of long levels, cross level, alignment, gauging, squaring and spacing of sleepers etc. complete in all respect.

Changing rail at 13m length or less in Metre running track as per direction of site in charge. The payment shall be considered as on side of track only.

Supply of unskilled labour.

Fabrication, manufacture, supply of Per galvanized H-beam steel sleepers made Sleeper out of the materials as per the specifications given and as per the approved drawing and fixing on the nominated girder bridges with maximum clear spacing of 450mm as per the instruction of engineer -in-charge including supply, fixing galvanized, zero toe load fastening as per approved drawing, MS canted base plates, special liners, rail pad with embedded steel plate, elastic rail clips, elastomeric pads/rubber pads, hook bolts etc. including welding, riveting/drilling holes wherever necessary with all contractors labour, tools, plants, machinery, transportations to bridge site, lead, lift, loading and unloading, etc. complete and as directed by the Engineer in-charge. N o t e : i) ISHB-200 sleepers should be made of standard rolled section confirming to IS: 2062 Gr. E350 [B0] beams and MS plates confirming to IS: 2062 Gr.E250 [B0] fully killed and normalized. ii) Hot dip Galvanizing to be done as IS: 4759 after welding MS packing plates to H-beam sleepers (As fabricated on item no. 2 of this schedule). iii) The elastomeric pads of steel sleepers shall be procured from RDSO approved sources only and shall be inspected by RDSO/RITES and used only after RDSO/RITES certification, the list of RDSO approved firms can be ascertained at the time of execution. iv) The fitting of H- beam steel sleepers shall be inspected by RDSO/RITES certification. Contractor will have to arranged for all inspection/testing at their own cost. MALDA DIVISION-ENGINEERING/EASTERN RLY

Supplying & fixing of MS pad plate upto MT 25/50 mm thickness, including cutting to the required size and welding to the H- beam sleeper as per RDSO drawing No. B- 1636/5 with all contractors materials tools, plants, machinery, consumables complete including loading, unloading, transportation with all lead, lift, etc. and as directed by the engineer in charge.

Trolleying of rail, CC Cribs, sleeper etc.by MT dip lorry up to average distance of 2 km including all lead, lift crossing lines etc.

Transporting of any type of new/SH or MT-Km released P. Way/Bridge materials from Rly. Store to site or site to Rly. Store / JMP scrap yard including all lead, lift, crossing of track, loading and unloading etc. complete in all respect Total 24711510.00

Item Breakup - A3-Barge items

Barge Rent (55mx15m, 600Ton capacity Per approximate or as per requirement at site Month & as per approved launching scheme)1st & 2nd for launching and Dismantling. [Unit to be read as Per Month- Per Barge.]

Transportation of first & second barge by Per Day two tugs (Kolkata to Farakka & Farakka to Kolkata, or any other places). [Unit to be read as Per Day- Per Tug.]

Tug rent in stand by condition for local Per movement (one tug) Month

Mooring 1st barge with supply of anchor Numbers chain. [Unit: Number to be read as 1 Time.]

Mooring 2nd barge with supply of anchor Numbers chain. [Unit: Number to be read as 1 Time.]

Additional small barge rent (30Mx15m. Per 300T capacity approximate or as per Month requirement at site & as per approved launching scheme). [Unit to be read as Per Month- Per Barge.] Total 77880000.00

Item Breakup - B1-Schedule items

500.00 service road to reach island location from one pier location to another pier location. MALDA DIVISION-ENGINEERING/EASTERN RLY

19500.00 dia and any length with suitable nuts including DTI washers conforming to IRS- B1-2001 f o r bridges and steel structures with contractors labour, tools and plants and lead and lift etc., complete. 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.

15.00 ladders, inspection platforms, Trolley refuges etc., on bridges with structural steel conforming to IS:2062 including welding / bolting, priming painting with one coat of ready mixed paint of Zinc Chromate (IS:104) with DFT of 25-30 microns followed by one coat of Zinc Chrome Red Oxide (IS:2074) with DFT of 25 microns with all material, labour, T&P as a complete job. Note: Painting shall be paid separately under relevant item. Removing of existing bed plate from existing bed block, supply, fabrication and erection of new bed plate of approved sizes in exact position over bed block of pier/abutments by giving full and even bearing, setting them on the layer of free flow non-shrinkable grouting compound, scrapping or chipping of bed block, if required, fabrication and fixing of holding down HTS bolts of suitable sizes along with nuts, washers etc., drilling holes of required size, grouting of holes by epoxy mortar after fixing holding down bolts. Total work to be done during traffic block. Cost of holding down HTS bolts shall be paid extra under relevant item for supply of HTS holding down bolts.

2100.00 nuts, washer etc. MALDA DIVISION-ENGINEERING/EASTERN RLY

118.00 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 including 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. Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge :

500.00 existing PSC sleeper track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in-charge.

200.00 every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. Manufacturing, supply and stacking of machine crushed Track Ballast conforming to RDSO Specification (IRS- GE-1) with latest correction slips at R a i l w a y depot or nominated location. Note: Distance of nearest quarry mentioned in each sub-item is only for the purpose of selecting the items for preparation of estimates/tender schedule, based on the minimum distance between nearest quarry and centre of supply points and will not affect the selection of quarry during physical supply in any way till prescribed specification is met fully.

15.00 than 20 km and up to 30 km

15.00 than 30 km and up to 40 km MALDA DIVISION-ENGINEERING/EASTERN RLY

15.00 than 40 km and up to 50 km

15.00 than 50 km and up to 100 km

15.00 than 100 km and up to 150 km

15.00 than 150 km and up to 200 km Manufacturing and Supply of Alumino thermic welding portions of 52Kg/60 Kg/60EI-R260 as approved by RDSO for welding of rails 52Kg/60Kg/60EI-R260 kg for 25mm gap by the process of AT welding along with complete accessories confirming to the specification laid down in Indian Railway Standard specification No.IRST-19-2020 up to date correction slips with Single shot crucible fitted with Automatic Tapping Thimble, 3 pieces pre fabricated mould (Zircon washed) manually pressed using compressed air petrol/LPG pre heating for execution of welding of rail joint as directed by the engineer in charge at site. Note: 1. The accessories along with welding portion shall be supplied as per Annexure-I of the IRUSSOR - 2021. 2. Rate is inclusive of transportation of above to SSE/P.Way stores.

Each 25mm gap 'in-situ' welding during traffic block and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Welding shall be carried out only by trained welder having valid competency certificate using RDSO approved Alumino Thermit Welding Portions, 3 piece prefabricated mould (ZIRCON WASHED) manually pressed, Single shot crucible fitted with auto tapping thimble and Compressed Air Petrol/LPG preheating technique as per RDSO Specification No IRST/19-2020 with latest amendment. 2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 3. Only required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer-in-Charge after release from track. All other items required shall be supplied by the Contractor.

Each MALDA DIVISION-ENGINEERING/EASTERN RLY Picking up of slacks in track of all sleeper density, duly opening up ballast, gauging, alignment, correcting longitudinal & cross levels, packing, boxing of ballast and dressing the same under traffic conditions as per procedure prescribed in latest edition of IRPWM and as directed by Engineer in-charge. Note: In-charge section Engineer should identify locations requiring packing and obtain prior approval of DEN/XEN before execution of the work when there is no Zonal Track Maintenance agency deployed in the section.

TRM First or Second Through Packing of track of all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

Track Density of 1660 Loading of rails of any section and length up to 13 metres in Wagons / Truck / trailer including lead up to 50 metres and lift up to 5 metres.

50.00 possible and traffic block is not required or in Truck/trailer. Loading of tongue rail, stock rail, switch assembly and crossings of any section and length, SEJ, Glued joint etc. with / without P.Way fittings and fastenings, in Wagon / Truck / trailer including lead up to 250 metre and lift up to 5 metre.

40.00 where handling by mechanical means is not possible Loading, unloading and hauling of 52Kg / 60Kg rail more than 13 metre and up to 39 metre length by Railway's Rail Dolly / Dip Lorry to the nominated location under traffic and line protection in case road carriage is not possible for different leads and lift up to 5 metre.

50.00 Km 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 of track(s) wherever necessary as directed by Engineer-in-Charge.

SEJ, Joints, Check Rails etc.

10.00 similar loose items MALDA DIVISION-ENGINEERING/EASTERN RLY

12.00 Rail by cutting and bending to required shape & RDSO's approved drawings. Note: (1) Rails shall be supplied by Railways. (2) One set consists of two rails i.e. both left and right.

4.00 guard rails of any rail section over PSC sleepers including fixing of with all fittings, including leading of rails and fittings, squaring and adjusting spacing of sleepers as required, providing nose blocks duly cutting wooden blocks supplied by railways and fixing it with bolts of 16mm dia as directed complete a n d finished as per RDSO's approved drawing. Note: 1.One set consists of LH & RH side rails of one end. 2.Required P.Way fittings will be supplied at SSE stores depot.

12400.00 drill twist in the foot of guard rails for fixing guard rails on bridge as directed.

4.00 guard rails of any rail section over PSC sleepers duly removing rails & fastenings and leading and stacking released materials at nominated place within free lead, clear of infringements, complete and as directed. Note: One set consists of LH & RH side rails of one end. 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

50000.00 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.

5000.00 cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary. Total 61912424.62

Item Breakup - B2-Schedule items.

48.00 existing bed block by cutting and 1 Plate removing of HD bolts etc. Total 212573.28