TBSR of Existing Channel Sleeper by H-Beam sleeper on different girder bridges under Jurisdiction of Sr.DEN/I/Varanasi.(Total = 672 Nos)

B-IR-USSOR/2021 Items

C-IR-USSOR/2021 Items

D-IR-USSOR/2021 Items

E-CPWD DSR/2021 Items

F-CPWD DSR/2021 Items

Item Breakup - A-NS Items

Removing from track existing Channel sleepers with fittings in the Each running track condition for TBTR /ISD works & stacking the same neatly at specified places with contractor's tools & labour as directed by Enineer in charge(ISD work only identified unserviceable sleeper to be covered)

Inserting in track H-beam sleepers ,lying along the cess /formation Each /slope/toe with all Railway supplied fittings complete for TBTR/ISD work to specified gauge with contractor'stools including aligning ,levelling to make track fit for 20KMPH speed and as directed by Engineer- in- charge

Replacement of running rail and guard rails on bridge portion over Track wooden /steel Channel sleepers,duly fixing fastening as per approved metre drawing with suitable bolts ,clips etc including drilling of holes as per drawing with all leads & lifts complete and as directed .(Rails,packing plates and fitting will be supplied by Railway)[Running Rail & Guard Rail together treat as track metre.]

Manufacture of flared portion of Guard Rail by cutting and bending to Set required shape & RDSO's approved drawings{Note:-(1)Rail shall be supplied by Railway (2)Rate is for one set, i.e .bending of two rails -left and right}

Fixing of flared portion of Guard Rail including fixing of rail screws, fish Set plates ,rubber or MS packing plate as directed complete as per RDSO's approved drawing .(Rail screw ,plate screw, fish plates etc. will be supplied by Railways)

Drilling holes 25mm to 40mm dia with drill twist in the foot of guard Each rails for fixing guard rails on bridge

Drilling holes 25mm to 40mm dia holes in PSC in PSC sleepers with Each suitable rotary hammer /drilling machine at indicated location for fixing of guard rails on bridge & its approaches as per approved drawing and fixing of HDPE dowel dowels to drawing no. TDSO/T-3002,procured from RDSO's approved sources with contractor's epoxy resins as specified.

Supplying & fixing MS chequered plates 6 to 8mm thick between guard Kg rails on un-ballasted deck bridge for gang pathway ,overlapping at regular intervals of 2m to 2.5m with rail screws or bolts duly drilling holes in cheque red plate as directed [Note:-Overlapping of chequered plates shall not fall in between sleepers]

Manufacture and supply of Hook Bolt 28mm dia & 320mm long as per Each RDSO approved drawing

Manufacture & supply of Elastomeric Pads 25mm /30mm thick as per Set RDSO approved drawing to suit insulated steel channel sleepers with all contractor's materials ,lead, lift, labor, tools ,plant and transportation etc. complete as per approved drawings and as instructed by Engineer-in-charge {one set of sleeper constitute two nos.}

Supplying of Zero toe load fixtures for each H Beam sleepers of Set 52/60Kg Rails procured from RDSO approved firms as per RDSO approved drawing with up-to-date correction slips and specification with all contractor's lead, lift, labour, tools, plant, transportation etc. complete as per approved drawing and instructions of Engineer-in - charge (one set means complete fitting for H-beam sleeper)

Fabrication & supply of Galvanized H-beam Sleepers made out of the MT materials confirming to IS 2062 of standard Rolled sections asper approved drawing Nos RDSO/B/1636/4/R,5&9complete and as directed by Engineer-in charge. NOTE:Cost of steel fittings and GRSP shall be paid separately Total 22954799.01

Item Breakup - B-IR-USSOR/2021 Items

400.00 11 Note: DFT of each coat shall be 60 microns. Through Sleeper Renewal (TSR) with PSC sleepers involving removal existing sleepers of any type along with fittings from track, insertion of PSC sleepers lying along the cess / formation / slope / toe within 5 metres height with all fittings to specified spacing, gauge and squareness, one round of through packing to make track fit for 20 kmph speed, dressing of ballast to standard profile, all in accordance with the latest provisions of IRPWM and stacking of all released material neatly at specified places within an average lead of 100 m as directed by Engineer in-charge.

666.67 screening. (deep screening to be paid separately) VARANASI DIVN.-ENGG/NORTH EASTERN RLY

4.00 conditions as per approved drawing including fixing of special size bearing plate, rubber pad and other sleeper / rail fittings, greasing to the fittings, leading all new materials to site, transportation of released materials within a lead of 250m, cutting of Rails, drilling of holes, fixing of related fittings, providing temporary connection with fishplates till welding of SEJ is done and sleepers shall be given initial packing to make track fit for 20KMPH speed. Note: (1) Rail cutting and hole drilling shall be paid separately. (2) One set comprise complete SEJ on both rails at SEJ.

400.00 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.

400.00 up to 275mm for item nos. 083010 for each TRM.

400.00 edition of IRPWM including cess dressing on both sides of track. The work will include removing excess ballast from track and putting the same in crib and shoulder by leading to a maximum of 50m including crossing of track, deweeding on ballast section etc and as directed by Engineer-In charge.

400.00 as per approved drawings including leading of running and guard rails, sleepers and fittings, bending of guard rails, notching, drilling of holes, cutting of rails etc. as per IRPWM with latest correction slips and making track structure fit for normal speed. Note: 1) Rails, Steel Channel/H-beam sleeper and all fittings will be supplied by Railways. 2)Transportation of track material if supplied beyond 250m of bridge approaches, shall be paid separately under relevant item. 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.

RM 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.

4.00 from 16 SWG MS Sheet duly welded or riveted to back support of two 600mm long horizontal angles of size 25mm x 25mm x 3mm & two numbers 2.5 metre long vertical support of MS Angle of size 50mm x 50mm x 5mm, welded / rivetted to board. Vertical supports shall have split ends for proper fixing in ground. Vertical supports of board shall be embedded in ground in M 20 Cement Concrete blocks of size 300mm x 300mm x 300mm, complete job including painting & writing of subject matter on bridge board, as directed by Engineer - In charge Note: Excavation & concrete work will be paid separately.

53.95 and I-Section by hot dip process with Zinc Coating and mass of Zinc coating shall not be less than 705 g/sqm and galvanisation thickness shall not be less than 100 microns including necessary surface preparation as per Clause-4 of IS:2629-1985. Galvanisation shall be done as per IS:2629-1985 and IS:4759-1996 with Zinc conforming to IS:209-1992, duly taking all the measures for safeguarding against embrittlement of hot-dip galvanised iron and steel products as per IS:6158-1984 with all contractor's labour, material, tools, plant, all lead, lift and crossing of tracks etc. complete and as directed by the Engineer in-charge. Total 1949127.35

Item Breakup - C-IR-USSOR/2021 Items

40.00 crossings of all types as per reconditioning manual and "Work Procedure for In-Situ Reconditioning of CMS Crossing using Robotic Welding Machine" of RDSO through approved agency, finishing & grinding within permissible tolerance limit, as directed by engineer in- charge. Note: (1) One obtuse crossing shall be considered equivalent to two nos. of crossing for payment. (2) Reconditioned crossing shall have Guaranteed service life of minimum 80 GMT. In case of pre-mature reconditioning, it shall be done by the contractor free of cost. VARANASI DIVN.-ENGG/NORTH EASTERN RLY In-situ reconditioning of worn out 1:8½ tongue rail (only one tongue rail along with connected stock rail) of all rail sections under traffic, as prescribed in 'IR's Reconditioning of Points & Crossings Manual' with RDSO approved electrodes and suppliers, finishing & grinding within permissible tolerance limit, with all contractor's own power T&P, men and materials including crossing the track, lead lift and as directed by engineer in-charge.

Each In-situ reconditioning of worn out 1:12 or flatter tongue rail (only one tongue rail along with connected stock rail) of all rail sections under traffic, as prescribed in 'IR's Reconditioning of Points & Crossings Manual' with RDSO approved electrodes and suppliers, finishing & grinding within permissible tolerance limit, as directed by engineer in- charge :

Each Reconditioning of worn out 1:12 or flatter tongue rail (only one tongue rail along with connected stock rail) of all rail sections on Cess or Depot, as prescribed in 'IR's Reconditioning of Points & Crossings Manual' with RDSO approved electrodes and suppliers, finishing & grinding within permissible tolerance limit, as directed by engineer in- charge.

4000.00 reclaiming the worn-out portion to the desired height, grinding of the finished profile for regaining the toe load lost. The reconditioning to be done by using TERRA C I-94 - Electrodes of make L & T, Advani Oerlicon, Diffusion, SHARP - 650, or equivalent approved by RDSO for reconditioning of Cast iron alloys. removing and refixing the required fittings for reconditioning in traffic condition. The cost includes all labour, lead lift, transportation of men and material, cost of consumables, hiring of machinery required etc, complete and as directed by the Engineer-in -charge. Total 2810100.00

Item Breakup - E-CPWD DSR/2021 Items

sources) 5.0 REINFORCED CEMENT CONCRETE 5.12S PRE-CAST RCC 5.12 Providing, hoisting and fixing above plinth level up to floor five level cum 45 9673.5 435307.5 precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, 3 including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, 5.22A bending, placing in position and binding all complete above plinth level. 4 5.22A.4 Hot rolled deformed bars Kg 1589.85 89.65 142530.05 Total 764097.80