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Tender Value
₹5.8 Cr
EMD Value
₹11.6 L
Closing Date
18 Sept 2026, 12:00 pmClosed
TBSR H-Beam=1720 Nos. sleeper in section of ADEN/RGD
W7ETENDER9OPENDNR26-27-2~ECR
W7ETENDER9OPENDNR26-27-2
Open
Works - General
12 Months
Patna, Bihar
₹0
₹11.6 L
18 Sept 2026
24 Aug 2026
4 Sept 2026
Supply and fixing of MS pad plates up to 25mm thickness, including cutting to the 1 required size and welding to the H-Beam sleeper as per RDSo Drg. No. 1636/5 with all contractors materials, tools, plants, machinary, consuambles complete including loading, unloading, transportation with all lead, lift etc. and as directed by the engineer -in-charge. The fillet welding should be through out and as directed by the Engineer-in-charge
Fabrication, supply and fixing of MS lacing angle 75x75x8mm of approved drawing duly galavnized with all contractor's lead, lift, labour, tools & plants, machinary and transportation etc. duly drilling of holes as per approved drawing and As directed by the Engineer-in-charge.
Supply and fixing fitting and flexure of channel sleeper - bolts & nuts for guard rail
Supply and fixing fitting and flexure of channel sleeper Tapered washer for guard rail IS 226-1962 RDSO T-5161
Supply and fixing fitting and flexure of channel sleeper single coil spring washer IRS T-42-1988 RDSO-T-10773
Supply and fixing fitting and flexure of channel sleeper tapered Split pin of sutable size as approved by site-incharge
Supply and fixing fitting and flexure of channel sleeper tapered split pin of sutable size as approved by site-incharge. Above/
Item Breakup - B-Schedule-B
Each Dismantling existing track on girder bridges including guard rails and foot path etc., cutting existing SW panels / LWR, if required into free rails of not less than 12 metre length and leading all released materials to nominated place within 50m of bridge approaches and stacking the released materials clear of infringements, as per direction of Engineer-in-Charge. Note: Rail cutting and drilling shall be paid separately.
1720.00 with fittings from the running track under traffic block for TBTR & stacking the same neatly at specified places with contractor's tools & labour, as directed by Engineer in- charge.
1720.00 sleepers with all Railway supplied fittings complete for TBTR work to specified gauge under traffic block with contractor's tools including aligning, levelling to make track fit for 20 kmph speed and as directed by Engineer in-charge. Note: Transportation of track material if supplied beyond 250m of bridge approaches, shall be paid separately under relevant item.
1030.00 rails of all sections on bridge portion over Steel Channel sleepers/PSC sleepers under traffic block including leading of new rails, fittings, refixing all the fastenings as per approved drawings including cutting of rails, drilling of holes to running and guard rails as required as per drawing and leading back the released rails and fittings and stacking at nominated place clear of infringements with all leads & lifts tools and consumables complete and as directed. DANAPUR DIVISION-ENGINEERING/EAST CENTRAL RLY
20.00 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.
6880.00 twist in the foot of guard rails for fixing guard rails on bridge as directed.
1030.00 sections on bridge portion over wooden/PSC/steel channel sleepers excluding flared ends duly leading new guard rails including cutting of rails, drilling holes to the guard rails as required and as per drawings, refixing with all fastenings, and leading back the released rail, stacking at nominated place clear of infringements with all leads & lifts complete and as directed.
20.00 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.
260.00 134453.55 Sleepers made out of the materials confirming to IS 2062 of standard Rolled sections as per approved drawing Nos RDSO/B/1636/4/R,5&9 complete and as directed by Engineer-in charge. Note: Cost of steel fittings and GRSP shall be paid separately. 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
1000.00 removal of existing chequered plates on Bridges. NOTE: Payment shall be made only as per weight of new Chequered Plate fixed.
4000.00 plate 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 0.8mm as per RDSO drawings, including removal of existing chequered plates on existing Bridges. NOTE: Payment shall be made only as per weight of new chequered plate fixed.
21604.00 dia. & 320mm long as per RDSO Drg. no. BA- 1636/I/R2 from RDSO approved sources DANAPUR DIVISION-ENGINEERING/EAST CENTRAL RLY
1720.00 Elastomeric Pads 25mm / 30mm thick and 4 nos of Grooved rubber pads as per RDSO drawing No. B/1636/5 alt 2 to suit Insulated H Beam sleepers from RDSO approved sources with all contractor's material, lead, lift, labour, tools, plant and transportation etc. complete as per approved drawings and as instructed by Engineer in-charge. Note: One Set consists of 2 nos. Elastomeric Pad 25mm/30mm and 4 nos. Grooved Rubber Pad.
1720.00 sleepers of 52/60Kg Rails procured from RDSO approved firms as per RDSO approved drawing with up-to-date correction slips and specifications with all contractor's lead, lift, labour, tools, plant, transportation etc. complete as per instructions of Engineer in- charge. Note: Complete fixture for 1 sleeper shall constitute 1 set. Total 55589069.12
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CORRIGENDUM
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