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Tender Value
₹8.9 Cr
EMD Value
₹17.7 L
Closing Date
15 Jun 2026, 3:00 pm
Linking of B.G. track & turnouts, provision of glued joint & SEJs, Ballast Supply in Cess, handling, lifting, loading, unloading and spreading of ballast, leading of P- way materials, and others allied works i.c.w. Chord line connecting MFJ (NER) -JNU- MGWN bypassing JNU (Jaunpur Jn) & Chord line connecting DJD(NER)-SHG-BWI bypassing Shahganj of Lucknow Division on Northern Railway
15-Tender-DyCE-C-BSB-II
15-Tender-DyCE-C-BSB-II
Open
10 Months
Jaunpur, Uttar Pradesh
₹0
₹17.7 L
23 May 2026
23 May 2026
1 Jun 2026
2000.00 and one horizontal pattern of minimum 5mm dia. Total 216060.00 Item- 2 All items of chapter-6 "Rails, Sleepers and Fittings Renewal" of USSOR- S No. Item Description of Item Unit Qty Rate Amount No Pulling & positioning of rails accurately on cess including supporting rails, providing required gap and squaring at ends for renewal preparation, as directed by Engineer in-charge.
100.00 bridge Dismantling and removing rail of all section & length from track, laid on any type & density of sleeper by removing fish plates, fastenings & fish bolts and other materials including stacking all released materials within an average distance of 500 metres as directed by Engineer in-charge. Note: 1.Cutting of rails shall be paid separately. 2.Work to be done under traffic block.
TRM Insertion of rails of all types & length in track, laid on any type & density of sleeper to the specified gauge under traffic block. Rates include fastening of rail with sleepers with standard set of fastenings and fixing of fish plates and bolts or, if required, providing gap for welding and stacking of released material without infringement within 250m as directed by Engineer-in- Charge. Note: Rail drilling and cutting to be paid separately. CPM-C-BSB-ENGINEERING/NORTHERN RLY
TRM 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.
50.00 screening
50.00 work not involving deep screening Fixing of fish plates with fish bolts on a joint of all rail sections duly lubricating fish plates/bolts with contractor's grease graphite in running track condition including transportation of fish plates and fish bolts from nearest station / store / level crossing. Note: Rail cutting & drilling to be paid separately.
6640.00 running track condition after cleaning of rail foot at liner seat, greasing of liner, liner seat and sealing of liner contact area at rail foot including removing, cleaning & lubrication of ER Clip & Insert Eye and re-driving the same with contractor's grease graphite of approved quality with all lead & lift.
300.00 comprising of renewal of Grooved Rubber Pads, Liners and ERCs without damaging PSC sleepers. Scope includes removal of all fittings, cleaning of rail seat, rail flange at liner seats, and eye of Inserts with wire brushes and applying Grease Graphite Grade "O" (IS:408) to eye of insert and central leg of ERC with contractor's grease of Railway's specification, fixing all fittings in correct position and sealing liner edges with grease all complete including collection and stacking of released materials at nominated locations within SSE Jurisdiction as directed by Engineer-in-Charge. Note: All the fittings will be supplied at SSE/Stores/Depot. CPM-C-BSB-ENGINEERING/NORTHERN RLY
200.00 provided to weld joints/rail of any rail section under traffic to enable examination of weld/rail by departmental official nominated by Engineer In charge and lubrication of fishplates by applying departmental Grease graphite grade 'O' (IS:408) to fishing planes and bolts by departmental black oil as per procedure laid down in latest version of IRPWM, including all tools required and as directed by Engineer-in-charge. Note: 1. Grease Graphite, black oil, fish bolts, K.Oil, wire brush, required for work shall be given by department and issued at concerned SSE/PW Stores. 2.Jammed fish bolts shall be cut using chisel and hammer and replaced with new bolt.
41200.00 sleepers with contractor's grease, conforming to Railway's specifications, labour etc. complete as per procedure prescribed in latest edition of IRPWM.
5000.00 existing track by using suitable approved chemicals and re-fixing after greasing of insert eye and ERC with Contractor's grease of specified quality as per provisions of IRPWM, as directed by Engineer in-charge. Note: 1.List of Seized ERC along with location shall be prepared after inspection of SSE/P.Way and marked prior to execution of this item. 2. Due care shall be taken to avoid any damage to the sleeper 3.A penalty of 50% of the basic cost of new sleeper in nearest sleeper factory shall be levied on each, if SGCI insert is broken or sleeper gets cracked in the process.
5000.00 cross overs, points & crossings, turn-in curves and at locations as required with contractor's grease graphite grade "O" IS 408 and as directed. Cutting / cropping of rail of 52Kg - 90 UTS, manually and perfectly vertical with contractor's labour, hacksaw blade and tools & plants - Note: 1.Manual cutting should be used only in emergencies with prior permission of sectional ADEN where machine cutting can not be arranged in time. 2. Cutting of Rails with blade and forcing to part by using other means to break the rails is prohibited. 3.Rails should be cut right through hacksaw blades only.
Each Cutting / cropping of rail of 60Kg - 90 UTS, manually and perfectly vertical with contractor's labour, hacksaw blade and tools & plants - Note: 1.Manual cutting should be used only in emergencies with prior permission of sectional ADEN where machine cutting can not be arranged in time. 2. Cutting of Rails with blade and forcing to part by using other means to break the rails is prohibited. 3.Rails should be cut right through hacksaw blades only.
Each CPM-C-BSB-ENGINEERING/NORTHERN RLY
50.00 UTS rail Drilling of hole of different diameter and chamfering, in rail of any section and any UTS manually only in emergencies with contractor's labours, tools & plants, consumables etc.
Each Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge :
Each Assembling and Laying of Improved Switch Expansion Joint (SEJ) on PSC sleepers of any rail section as per RDSO drawing including leading of SEJ rails, sleepers, fittings for a free lead of 250 metres, cutting of rails, drilling of holes as required and lubrication of SEJ, gauging, aligning rails, providing temporary connection with adequate welding gap with adjoining rails, providing reference posts at SEJ, first through packing of SEJ portion to make track geometry fit for 30 kmph speed and making ballast profile as per IRPWM. Note: (1) Rail cutting and hole drilling shall be paid separately.(2) One set comprise complete SEJ on both rails at SEJ.
1.00 10198.62 Expansion Joint) assembly during line block and its replacement with plain track as of adjoining section with all fittings including rail cutting and drilling of holes and renewal of special sleepers with PSC Sleepers as directed and aligning rails, providing fishplates and bolts/ temporary connection with adequate welding gap with adjoining rail and ensuring proper track geometry for 30 kmph speed. The release material shall be stacked as directed by Engineer in charge. Total 2498806.10 Item- 3 All items of chapter- 7 "Turnouts and Renewals" of USSOR-2021 S No. Item Description of Item Unit Qty Rate Amount No Laying and linking of turnouts of all types including diamond crossings & Derailing switches with 52Kg / 60Kg rail section on PSC sleepers on prepared ballast bed for New lines or during total closure of section at indicated location 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/fastenings, complete as directed by Engineer in-charge.
Set CPM-C-BSB-ENGINEERING/NORTHERN RLY
Set Assembling on temporary staging and insertion of all types of switches including TWS on prepared ballast bed during traffic block, manually or by contractor's cranes, at specified location with 52Kg / 60Kg rail section on PSC sleepers with Railways rails/sleepers available within 250m as per standard drawing, duly leading sleepers, rails, switches, fastenings etc. including rail cutting, drilling, fixing of all components, fittings etc. with housing of tongue rails as per requirement of signaling etc. including preparation for operation of traffic block, including crossing of track, filling and spreading of ballast in crib and shoulder as required, linking with existing track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed lubrication of fittings/fastenings, complete as directed by Engineer in-charge. Note: Required P.Way fittings shall be supplied at the SSE/P.Way stores.
Set Lifting for increase in ballast cushion of existing points & crossing layouts up to 75mm or part thereof including approach and exit sleepers including one round of through packing, correcting the disturbed sleeper spacing, tightening of fittings, boxing of ballast and ramping out on either side at slope not steeper than 1 in 1000 or as directed. Note: Item will be paid only when lifting is 50mm or more.
Set Lifting the newly inserted BG 60 Kg. / 52 Kg. turnouts/ trap switches to required level to provide full ballast cushion as per approved drawings after initial laying with Railway's stone ballast in convenient stages including one round of through packing after completion of final stage of lift, levelling, aligning, gauging and boxing to standard profile to make it fit for 20 kmph with all lead and lifts, complete in all respect and as directed by the Engineer-in-charge. Note: 1. The item shall be used only when UNIMAT is not available for the work before the turnout is opened for operation. 2. Leading and dumping of ballast will be paid separately under relevant item.
Set Total 1021717.45 Item- 4 All items of CHAPTER - 8 "Deep Screening and Ballast Related Activities" of USSOR-2021 S No. Item Description of Item Unit Qty Rate Amount No CPM-C-BSB-ENGINEERING/NORTHERN RLY Recoupment of ballast in running line with railway's stone ballast from existing stacks available along alignment either on top of cutting or on cess or at toe of bank by head leads or by any other means and spreading to make up deficiency in the required profile with contractor's labour, tools & plants, as directed by Engineer-in-charge. Note: Payment shall be made based on ballast stack measurement.
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.
500.00 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM.
5500.00 procedure prescribed in latest 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. Unloading of ballast from Railway's Hopper Wagons, quantity distribution as per pre- defined site requirement, clearing infringements/jammed ballast, distributing the unloaded ballast uniformly over the track, profiling and boxing following all prescribed safety norms.
1600.00 Total 776417.00 Item- 5 All items of CHAPTER - 12 "Dismentling work" of USSOR-2021 S No. Item Description of Item Unit Qty Rate Amount No
350.00 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. CPM-C-BSB-ENGINEERING/NORTHERN RLY Shifting & pairing of rails / panels unloaded alongside existing running track to adjoining formation of a new line including crossing of one track, duly lifting & pushing rail / panel without damaging it and taking all necessary precautions, so as not to infringe the running track, as directed by Engineer in-charge. Note: The rail barricading, if disturbed during working, should be restored to its original condition by the agency including re-fixing & concreting as required.
500.00 requiring Traffic Block
900.00 40m length - Under Traffic Block
350.00 40m length - Under Conditions not requiring Traffic Block
3000.00 Under Traffic
8000.00 Under Conditions not requiring Traffic Block
300.00 additional line
900.00 each additional line
3000.00 each additional line Providing Centre Line / Rail Level, reference Pegs on formation at an interval of 30 metres on one side or at centre of proposed / existing track, as directed by engineer in- charge for linking of new track / CTR / Deep Screening / Lifting / Lowering works, duly embedding in formation including marking with contractor's paint. Note: (1) Rails/tie bar of suitable size bar shall be supplied by the Railways from nearest Stores Depot. In case of hard wood peg, the hard wood will be supplied by the contractor. (2) Excavation and concrete work, if required, will be paid separately.
150.00 dia and 60 cm long
75.00 centre line in main and loop lines, in straight or curve portion, SRJ for turnouts, heel of crossing (HOC), locations of derailing switches, switch expansion joints etc. away from formation on firm ground at known offset with MS Angles of 50mmx50mmx5mm thick of length 1.80 m each, founded in concrete block of size 30cm x 30cm x 45cm of nominal mix 1:3:6, including painting to reference pegs with two coats of enamel paints on exposed surface, as directed by Engineer In charge. Note: Earth work and Cement concrete will be paid under relevant items. CPM-C-BSB-ENGINEERING/NORTHERN RLY 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.
500.00 ballasted deck bridges with any type of rail section and PSC sleeper including leading free rails/welded panels available along the alignment on to bridge, leading and spreading all fittings and fastenings, leading & spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails & guard 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. 3. This item shall be applicable only when track is with Guard Rail. Linking without guard rail be paid under relevant item for plain track linking. Shifting / Slewing the existing or newly assembled track of any rail section with any type of sleepers and any density under line block to correct locations & alignment and attending to one round kutcha packing to run safely at 20KMPH speed with all contractors tools and consumables complete and as directed by Engineer in- charge.
TRM CPM-C-BSB-ENGINEERING/NORTHERN RLY Working of the Railway Push Trolley by arranging one Head trollyman along with 3 trollymen as per Railway's rules and stipulations for conducting inspections by Railway officials and as directed by Engineer in-charge. Note: 1) Labourers supplied should be of skilled in case of head trollyman and semiskilled in case of trollymen and capable of pushing trolley in all gradients, and levels duly observing all safety precautions as per the manual. 2) The labour engaged should be physically fit for strenuous work, literate and meeting prescribed medical category.
Each Providing Caution Watchman at a location where caution order is imposed and ensuring to be on continuous vigil and exhibit necessary hand signals to the trains for their passage over caution spot. Note: 1) Prescribed protection equipment shall be supplied by Railways and the same shall be returned after work is over. 2) If Contractor fails to post watchman at any time during one day, penalty at double the accepted rates will be levied and 3) The watchman nominated by the contractor will be screened for suitability as per Railway norms.
Each Preparation of completion drawings of yard in AutoCAD, showing all the details, such as circulating area, approach road, platform shelter, platform, FOB etc., showing relevant particulars to appropriate scale as per IR's Engineering Code on approved quality, transparent media as per details supplied by Railways, including submission of check print for proof checking, duly incorporating the suggested corrections and modifications and supplying the final plot on approved quality & transparent media with six copies of ammonia prints complete and soft copy, as directed by Engineer in-charge Note: (i) Drawings shall be prepared by using latest drawing making softwares AutoCAD, Work station etc. and printing shall be done on high end latest plotters. (ii) Stage Payment - (a) For check print - 40% (b) For Paper tracing - 40% (c) For Ammonia print & soft copy - 20%.
2.00 7678.26 station Total 3244047.32 Item- 6 All items of chapter-13 "Maintenance Activities" of USSOR-2021 S No. Item Description of Item Unit Qty Rate Amount No Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual
5500.00 of 1540 Sleepers/Km or more CPM-C-BSB-ENGINEERING/NORTHERN RLY 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.
4000.00 of 1660 Third or subsequent Through Packing of track for all sleeper density including picking of slacks, as required after second through packing, subsequent to Deep Screening work as per procedure prescribed in latest edition of IRPWM. This item can also be used after lifting/regrading/realignment works also. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.
3000.00 of 1660 De-stressing of LWR/CWR track of any density under traffic line block with contractor's labours, tools, equipments and consumables inclusive of all lead & lift. Activities include cutting of LWR/CWR into convenient panels of specified length, removal of ERCs, liners, greasing of ERCs and liner contact area, lifting rails and keeping them on rollers provided at every 15 sleepers, working out elongation of rail ends depending on prevailing site conditions, pulling rails with the help of Hydraulic Tensor to achieve the desired elongation, cutting rails, as required, removing rollers and placing rail in position, re-fixing ERCs & liners and adjustment of gap at SEJs : Note: (1) Welding of rail joints will be paid separately. (2) Rail cutting and Hole drilling shall be paid separately. (3) Opening and closing of LC if required will be paid separately. (4) As per procedure prescribed in latest edition of IRPWM & CE's Circulars for destressing of LWR/CWR, if any.
TRM Fixing Joggled Fish Plates with bolt / clamp (supplied by Railway from nearest SSE Store) in running track conditions at welds on rail, as directed by engineer in-charge (drilling of holes in rail, if required, shall be paid separately).
300.00 duly transporting Railway's released wooden blocks with rail screw / dog spikes and doing packing, as directed under traffic condition. Note: Wooden blocks, rail screws/dog spikes will be supplied free at SSE/P.Way depot.
300.00 joint, duly removing fittings, transporting and stacking material wise in a countable manner and handing over the wooden blocks & fittings at PWI's Depot or as directed by Engineer in charge. CPM-C-BSB-ENGINEERING/NORTHERN RLY
15.00 rails or with glued joint rail or insertion of glued joint by cutting existing track under traffic condition by cutting rails, refixing with all rail sleeper fastenings and providing required gaps for carrying out welding as an alternative to drilling holes or joining rails with fish plates duly drilling holes as r e q u i r e d including stacking of released material and as directed by engineer in- charge. Note: (1) Drilling holes & rail cutting will be paid separately. (2) Transportation of materials to the site of work from supply points, if more than 250m, shall be paid separately.
2000.00 and cess up to 3.95m from centre line of track in mid section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard.
10.00 6m of centre line of track & those obstructing views of Curves/LCs / Signal / Indicator at locations in section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard. Note: Girth of more than 20 cm will only be considered as tree branch. 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 Anti-corrosive painting of rail on running track of any sleeper density on web, foot etc. including liner contact area (excluding bottom of foot) and fishing plane as per requirement with two coats of thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including painting of liners, ERCs and including surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM Note: 60% of payment shall be made if painting on only gauge face side is done.
TRM Marking, inscribing, painting, writing, bordering etc. on new / old iron surface at various locations of Points & Crossings with details of turn-in / turn-out reference station mark on rail web for one set, duly preparing surface with contractor's wire brush and applying two coats of yellow synthetic enamel paint of approved quality as background and stenciling the details to suitable size, as described for every curve reference station mark / switch / crossing details with black enamel paint of approved quality complete, as directed : Note: Stenciling of letters is only permitted. No hand written letters are accepted.
Set CPM-C-BSB-ENGINEERING/NORTHERN RLY
Set Painting 2 coats to various P.Way Reference Post, Structures etc. with enamel paint of approved make with 2 coats of different colours & letters, as directed by Engineer in- charge.
12.00 per station. Painting 2 coats to Bridge Reference / Boards, Structures etc. along track with enamel paint of approved make with different colours & letters, as directed by Engineer in-charge.
5.00 Boards, Structures etc. Total 2746357.38 Item- 7 All items of chapter-14 "Testing of Rails and other Components" of USSOR-2021 S No. Item Description of Item Unit Qty Rate Amount No
10.00 men per day with SSE/P.Way/ USFD for Day carrying out ancillary works viz., lookout, watering, paint marking and handling machine for USFD test with Double Rail Tester (DRT) machine and as directed by Engineer in charge. Note: 1. This item shall be operated only when there is no departmental staff available and only with the prior approval of concerned Sr. DEN/Co- ordination. 2. In case, contractor provides less no. of Labour, payment will be deducted for each such person @ 1/3 rd of the accepted item rate. Total 47817.90 Item- 8 All items of chapter-15 "Heavy Track Machines" of USSOR-2021 S No. Item Description of Item Unit Qty Rate Amount No CPM-C-BSB-ENGINEERING/NORTHERN RLY Carrying out pre-tamping, during tamping and post-tamping work for tamping track with all types of rails, sleepers & sleeper density by various Track Tamping machines, like CSM,DUO/3X Machines which include : (1) Re-adjustment of ballast, heaping-up of ballast, filling-up of cavities in tamping zone by picking ballast from stacks / shoulders / crib of adjoining track up to lead of 50 m to ensure effective packing; (2) Clearing of ballast on sleepers to make them visible to operator, (3) Clearing of ballast over rail foot to facilitate holding of rail by rollers of TTRM; (4) Digging, screening and replenishment of ballast at mud pumping / rounded ballast in sleeper crib location; (5) Tightening of loose fittings immediately before & after tamping; (6) Replacement of broken / missing fittings supplied by Railway; (7) Correcting displaced sleepers to position along with squaring; (8) Re-setting of worked-out / fallen fittings. (9) Removing and re-fixing joggled fish plates & wooden blocks, wherever necessary; (10) Manual consolidation of ballast in crib / shoulders; (11) Removing and refixing of traction bonds during the block in electrified sections (12) Dressing of ballast Note: 1. Tamping blocks are not identical & it may be given at any time either during day or night. 2. Stages of payment a) 30% of the rate will be paid on completion of pre tamping attention, b) Balance 70% of the rate will be paid on completion of post tamping. 3. Recovery at the rate of twice the above applicable rate will be effected in case contractor fails to carry out pre/during/post operation. 4.Payment shall be made only once in irrespective of numbers of TTRM packing round and after restoration of normal speed and restoration of complete ballast profile.
TRM CPM-C-BSB-ENGINEERING/NORTHERN RLY Carrying out pre-tamping, during tamping and post-tamping works for tamping of Turnouts of all types Under Traffic Block Conditions which include :(1) Re-adjustment of ballast, heaping-up of ballast, filling-up of cavities in tamping zone by picking ballast from stacks / shoulders / crib of adjoining track up to lead of 50 m to ensure effective packing; (2) Clearing of ballast on sleepers to make them visible to operator; (3) Clearing of ballast over rail foot to facilitate holding of rail by rollers of UNIMAT; (4) Digging, screening and replenishment of ballast at mud pumping / rounded ballast in sleeper crib location; (5) Tightening of loose fittings including check rails immediately before & after tamping; (6) Replacement of broken / missing fittings supplied by Railway; (7) Correcting displaced sleepers to position along with squaring; (8) Re-setting worked-out / fallen fittings; (9) Removing and re-fixing joggled fish plates & wooden blocks, OHE bonds & other obstructions, wherever necessary ;(10) Removing and re- fixing stretcher bar, as directed; (11) Adjustment in opening and housing of switch for testing operation of points (12)Manual consolidation of ballast in cribs and shoulders; (13) Stages of payment a) 30% of the rate will be paid on completion of pre tamping attention, b) Balance 70% of the rate will be paid on completion of post tamping; (14) Recovery at the rate of twice the applicable rate will be effected in case contractor fails to carry out any of the pre/during/post operation.
12.00 12488.38 Conditions)
1.00 16190.52 Conditions) Extra Over Item Numbers 156011 to 156015 for night block working
6.00 1873.26 working Carrying out pre-tamping, during tamping and post-tamping works prescribed in current version IRTMM/IRPWM for tamping of Turnouts of all types Under Conditions not requiring Traffic Block.
Set CPM-C-BSB-ENGINEERING/NORTHERN RLY
100.00 for proper upkeep of crew rest van / rest room as directed by machine in-charge of Track Machines by providing a team of 2 labours for 12 hours shift, broadly mentioned hereunder: (1) Bringing water from nearby source and cleaning machine with water jet or any suitable means; (2) Fuelling machine duly bringing diesel / hydraulic oil from the stacked drums; (3) Bringing water to staff rest van or staff rest room, cleaning rest van / rest room, cooking food for Track Machine staff or bringing food from outside (cost of food shall be borne by the staff concerned).; (4) Guarding & watching machines, spare parts, oils, grease etc. during day and night time at all locations, wherever necessary, as instructed by the machine in-charge; (5) In case, contractor provides less no. of Labour/Mate, payment will be deducted for each such person @ 75% of the accepted item rate. Providing lighting arrangements with halogen lamps on and around machine during machine working in night time blocks, with contractor's generator, consumables, all necessary electrical fittings, operators etc. Note: 1. Lighting arrangement is to be provided as per advance planning of Night Blocks and written communication. 2. In case lighting arrangement is made available but not used due to non-availability of block, payment @ 60% of the item rate shall be made. 3. In place of Halogen, LED lamps of equal lumen capacity may be used with the approval of Engineer -in-Charge. 4. If lighting arrangement fails during block, recovery shall be made twice the rate per day.
2.00 5866.86 KVA generator and 8x500 W) Total 475129.28 Item- 9 All items of chapter-16 "Small Track Machines" of USSOR-2021 S No. Item Description of Item Unit Qty Rate Amount No Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in- charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020)
Each CPM-C-BSB-ENGINEERING/NORTHERN RLY 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.
100.00 holes with 7.2mm dia drill twist to correct spacing and location on 60kg/52kg rails on cess or under traffic block with contractor's tools and plant, equipment, consumable, labour etc complete as directed by the Engineer in charge at site.
10.00 tensor (Non-infringing type) under traffic block for maintaining specified gap at rail joints for A.T. welding with contractor's tools & plant, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Hydraulic Rail Tensor (Non-infringing type) will be as per RDSO's Specification No. TM/SM/32, dated 20.12.1991.
100.00 into concrete sleeper in-situ for fixing guard rails and check rails on concrete sleeper track at specified locations by concrete sleeper drilling machine with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge as per RDSO's Specification.
50000.00 service in field by Electronic Toe Load Measuring Device with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Electronic Toe Load Measuring Device will be as per RDSO's Specification No.TM/SM/ETLMD/218 dated 13.9.2012. Total 683970.10 Item- 10 All items of chapter-17 "Handling of Materials" of USSOR-2021 S No. Item Description of Item Unit Qty Rate Amount No Loading of rails of any section and length up t o 1 3 metres in Wagons / Truck / trailer including lead up to 50 metres and lift up to 5 metres.
300.00 where handling by mechanical means is not possible
100.00 lines not opened to traffic but handling by mechanical means is not possible
600.00 possible and traffic block is not required or in Truck/trailer. CPM-C-BSB-ENGINEERING/NORTHERN RLY 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.
500.00 lines, not opened to traffic but handling by mechanical means is not possible.
200.00 possible and traffic block is not required or in Truck/trailer. 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.
100.00 Km for every subsequent Km or part thereof and up to 10 Km
100.00 contractor's Rail Dolly / Dip Lorry 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.
1000.00 Km for every subsequent Km or part thereof and up to 10 Km
1000.00 contractor's Rail Dolly / Dip Lorry Unloading of rails of any section and length up to 13 metre, in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/trailer including lead up to 50 metre, lift up to 5 metre and stacking in prescribed manner.
200.00 where handling by mechanical means is not possible
700.00 possible and traffic block is not required or in Truck / trailer. Unloading of all type of rails of length 130 metre and beyond from end unloading rake and keep the panels in head-up position at specified distance from centre of track clear from any infringement.. Note: Contractor has to keep Oxygen and Acetylene gas with cutter as standby during the period of work.
MT CPM-C-BSB-ENGINEERING/NORTHERN RLY 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.
2500.00 possible and traffic block is not required or in Truck / trailer Loading of 52kg / 60kg PSC line and special sleepers beyond 2.75 metre length including existing fittings and fastenings 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.
2500.00 handling is possible and traffic block is not required. 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.
1000.00 Km for every subsequent Km or part thereof and up to 10 Km
1000.00 contractor's Rail Dolly/Dip Lorry. Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous material 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.
225000.00 over item no. 172047 CPM-C-BSB-ENGINEERING/NORTHERN RLY 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.
3.24 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.
MT 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.
MT Spreading of New / SH , normal or wider base PSC sleepers from stack along track on either side for different leads with all lifts by any means.
10000.00 of every 500m or part thereof beyond 500 m 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.
500.00 fastenings for Railway usage from Truck and stacking with lead up to 250 metre & lift up to 5 metre. CPM-C-BSB-ENGINEERING/NORTHERN 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 of track(s) wherever necessary as directed by Engineer-in-Charge.
450.00 Check Rails etc.
130.00 loose items Total 24174708.50 Item- 11 All items of chapter-18 "Level Crossing" of USSOR-2021 S No. Item Description of Item Unit Qty Rate Amount No
25.00 width from centre line of track for replacement of sleepers by digging of pucca road surface up to bottom of sleeper, removing of ballast, muck etc., screening of ballast & stacking the same near level crossing and disposing of all debris, replacing the required sleeper duly packing the sleeper to make fit for normal traffic and closing of LC surface with screened ballast to original level by proper ramming and consolidation to smooth motarable surface as directed by engineer in-charge.
10.00 Crossing, blocks, bolts & nuts and stacking these in a countable manner near LC, free from any infringements as directed by Engineer in-charge. Total 12619.70 Item- 12 All items of chapter-20 "Supply of P.Way Materials" of USSOR-2021 S No. Item Description of Item Unit Qty Rate Amount No Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro- reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed. CPM-C-BSB-ENGINEERING/NORTHERN RLY
Indicator 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long
8.00 5923.25 triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long
Indicator 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long
12.00 shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long
45.00 Indicator / Point Indicator / SEJ Boards to be provided at various locations on formation, made out of MS sheet 2mm thick of size 450mm x 300mm duly fixed with MS frame of 25mm x 25mm x 3mm angle welded to 50mm x 50mm x 3mm MS angle, 1000mm long post split and bent 100mm at bottom end with all lead & lift as per specification and including painting of details with enamel paint, as directed by Engineer in- charge (Earthwork & concreting will be paid separately)
20.00 quality Total 254495.47 Item- 13 All items of chapter-21 "Miscellaneous Items" of USSOR-2021 S No. Item Description of Item Unit Qty Rate Amount No Painting and fixing MS Indicator Boards of curves, SEJs, Points & Crossings, Gang/section jurisdiction and similar as per standard design including excavation, refilling, concreting in foundation and painting two coats with enamel and luminous paints as directed by Engineer in- charge. Note: Excavation, concrete work and lettering shall be paid separately.
Each Erection or removal of temporary Engineering Indicator Board or any other board at specified locations without causing infringement to track etc. complete and as directed.
20.00 cement concrete Fouling Mark as per approved drawing at station yard, duly painting the top surface and slopes with white enamel paint in two coats and inscribed letters with black of Fouling Mark, complete in all respects with all labour, materials including cement, tools and plants etc. CPM-C-BSB-ENGINEERING/NORTHERN RLY
50.00 Tent of size 3m x 3m for a specific period of time and removal of the same after completion of work or as directed by Engineer in-charge. Providing furniture temporarily at site work in good condition at different locations as per direction of Engineer In-charge and removing the same after completion of work.
70.00 arms per day
100.00 sleepers at locations of tress-passing, railway boundary or to make temporary store by excavating trench, fixing PSC sleeper in trench and filling back open trench.
50.00 3.0m x3.0m on cess, placing with released unserviceable PSC sleepers and keeping them at all four sides of refuge and also placing as matting inside the refuge by keeping them in upside down position with a minimum of 14 sleepers including levelling with earth, excavation, all lead and lift, crossing of tracks, leading the sleepers with in a free lead and lift, handling etc., with all contractor's men material complete and as directed by the Engineer-in-charge. Note: Earth-work will to be paid separately under relevant item. 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.
200.00 with minimum 1.10 cum bucket capacity
150.00 crane of 12T capacity for misc. works of handling of material
200.00 or other misc. works.
125.00 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.
50.00 Railway stacks in to Railway Wagons with all contractor's empty polythene cement bag, tools & plants, machinery, labour, lead and lift, crossing of track wherever necessary etc., complete as directed by the Engineer In charge. Total 956108.90 Schedule Schedule C1-USSOR-2021 CPM-C-BSB-ENGINEERING/NORTHERN RLY All items of chapter-8 "Supply of Ballast" of USSOR-2021 (Supply of Ballast : Supply and Stacking of 65 mm gauge machine crushed hard stone ballast as per RDSO specification for track ballast IRS- GE-I (June 2016) (with updated correction slips) from nearest quarry to Jaunpur & Shahganj station Item- 18 for Chord line connecting MFJ (NER) - JNU-MGWN by passing JNU (Jaunpur) & Chord line connecting DDJ (NER) - SHG-BWI by passing Shahganj Jn. of Lucknow Division on Northern Railway. Note : (Item No 085017 Quantity Taken for Jaunpur Site & Item No 085018 Quantity Taken for Shahganj Site) S No. Item Description of Item Unit Qty Rate Amount No Manufacturing, supply and stacking of machine crushed Track Ballast conforming to RDSO Specification (IRS-GE-1) with latest correction slips at Railway 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 b e t w e e n 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.
5400.00 than 100 km and up to 150 km
10550.00 than 150 km and up to 200 km Total 39951639.50
2021 Please see Item Breakup for details. 3244047.32 6.73 3462371.70 5 Description:- All items of CHAPTER - 12 "Dismentling work" of USSOR-2021 Please see Item Breakup for details. 2746357.38 6.73 2931187.23 6 Description:- All items of chapter-13 "Maintenance Activities" of USSOR-2021 Please see Item Breakup for details. 47817.90 5.36 50380.94 7 Description:- All items of chapter-14 "Testing of Rails and other Components" of USSOR-2021 Please see Item Breakup for details. 475129.28 9.57 520599.15 8 Description:- All items of chapter-15 "Heavy Track Machines" of USSOR-2021 Please see Item Breakup for details. 683970.10 6.73 730001.29 9 Description:- All items of chapter-16 "Small Track Machines" of USSOR-2021 Please see Item Breakup for details. 24174708.50 6.73 25801666.38 10 CPM-C-BSB-ENGINEERING/NORTHERN RLY Description:- All items of chapter-17 "Handling of Materials" of USSOR-2021 Please see Item Breakup for details. 12619.70 5.36 13296.12 11 Description:- All items of chapter-18 "Level Crossing" of USSOR-2021 Please see Item Breakup for details. 254495.47 6.73 271623.02 12 Description:- All items of chapter-20 "Supply of P.Way Materials" of USSOR-2021 Please see Item Breakup for details. 956108.90 6.73 1020455.03 13 Description:- All items of chapter-21 "Miscellaneous Items" of USSOR-2021 S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Above/ Schedule () B1-NS Items 1489748.55 Below/P ar NS1 8300.00 Each 2.73 22659.00 AT Par 22659.00
quality paint / colour with the help of painting brush and stencil, strictly as per instructions given by Engineer-in-Charge , as a complete job with all labour and material as a complete job Per Track NS2 6000.00 7.39 44340.00 AT Par 44340.00 Metre Description:- Consolidation of track by two round of DGS Track Machine including all labour for pre- run & post- run operations of DGS track machine& tightening of all fittings & fastenings etc. The high
provide all other consumables. Railway will provide DGS Track Machine & Crew of Machine free of cost. All other labour for working of DGS track machine shall be provided by the contractor. Note: - Watchman will be provided on camp coach by contractor round the clock till machine working in section and nothing extra shall be paid on this account. NS3 10.00 cum 1360.20 13602.00 AT Par 13602.00 Description:- Dismantling foundation of CC/RCC/Brick work/Stone Work/hard Rocks/bituminous roads etc. in anywhere in yard/ block section up to required level for all heights and all depths with
nallahas track etc. all ascends, descends and other obstructions whatsoever, including disposal of dismantled material (derbies) inside/outside the railway land as directed by Engineer-in-charge including all labour and material as a complete job. Track NS4 1500.00 238.52 357780.00 AT Par 357780.00 metre
adjoining track i.e. running track/ line with free lead 50 mtr as per direction of site in-charge including screening, dressing of surface, crossing of track, any obstruction and making of ballast profile of new track where ballast put in including all labour and T&P, as a complete job NS5 5.00 Each 5609.91 28049.55 AT Par 28049.55 Description:- Extra for fixing of board on angle iron post of size 75X75x6mm and of height enough
specifications including fixing of different types of boards with nuts, bolts rivets, washers etc. with all contractor's labour lead and lift etc. complete as per instructions of Engineer or his authorized representative. NS6 2000.00 cum 82.29 164580.00 AT Par 164580.00 Description:- Shifting and re-staking of stone ballast stacks required for making working space for
plants, equipments, consumables, labours etc. and inclusive of all lift and lead up to 200 m crossing of track, nallah or any other obstruction etc. complete as a complete job as per special conditions of contract and as directed by Engineer in-charge. NS7 5.00 Each 11790.27 58951.35 AT Par 58951.35 Description:- Fabrication, erection and fixing in position of dead end as per approved Rly. plan for BG track of 60 Kg/52 kg/90R rails (SS/US rails) including cutting, bending, drilling of holes in rails, fixing buffer beams iron plates/ST Sleeper/Sal timber (New/SS), bolts and nuts etc. as directed by the Engineer including leading all P. way materials from nearest SSE/C/P. way store at station to the site
rehandling, crossing of track etc. in station yard as per special conditions and standard specifications as a complete job with all labour (Transportation rail, fish plates, fish bolts & nuts, sleepers etc. will be arranged by the contractor &lead over 500 M free lead will be paid under relevant item of this tender schedule). All rail sections of Dead End shall be painted with black paint and crossing members of Buffer beam shall be painted with red luminous paint of approved quality. All paints will be arranged by contractor at his own cost NS8 5.00 Kilometre 8376.61 41883.05 AT Par 41883.05 CPM-C-BSB-ENGINEERING/NORTHERN RLY Description:- Transferring the finalized alignment on ground using total station, contractor shall fix up a RCC pillar at every 500m in straight portion of alignment and in curves the RCC pillar should be
curve. In addition to above pillars contractor shall required to fix the CC mattam at every 100m in straight and at every 20m in curve portion. Alignment pillars shall be fixed at both ends of each major bridge. This item includes all labour, material etc. complete, nothing shall be paid extra on any account. Per NS9 48.00 kilometre 10200.55 489626.40 AT Par 489626.40 Per Month Description:- Keeping watch and ward of newly linked tracks /turn outs/Traps etc. round the clock by deputing adequate No. of care takers after completion of second through packing and upto the completion of work to CRS inspection in connection with opening of new line till running of regular
till the handing over the new track to open line. Note: - (a) Any shortage of any track material/fittings will be recovered from the contractor.(b) For part of the month, the payment shall be made on pro- rata basis considering a month of 30 days.(c) No extra payment shall be made for the loop lines, turnouts, traps etc.(d) The measurement shall be made in length from starting location of newly linked tracks /turn outs to last location of tracks/turnouts.(e) The contractor have to engage/depute at least 02 to 03 persons/caretaker round the clock for Keeping watch and ward for each 03 km length. Track NS10 2500.00 9.52 23800.00 AT Par 23800.00 metre
the Rly yard. The area to be cleaned from workmen including C&P and T&P as a complete job as per the satisfaction of site engineer. NS11 120.00 Per Day 2037.31 244477.20 AT Par 244477.20 Description:- Providing and fixing of Gumti for NI/PNI period at different locations as per requirement of Traffic Deptt. Gumti will be erected at dressed level surface with water proof tarpaulin size minimum 10 feet X 10 feet & bottom flooring to be covered by tarpaulin. All side of Gumti to be foldable if required. Following men and material listed below will be provided. The
materials for one Gumti 1. Unskilled labour 2 No 2. Gumti 1 No 3. Table 3 X 2 feet-> 1 No 4. Office chair 2 No 5. Stool = 2 No 6. Bucket 1 No 7.Mug 1 No 8. Crow bar 2 No 9. Torch with four cells 1 No 10. Glass for water 2 Nos 11 plastic jars of 3 Nos 15/20 liters capacity For drinking filtered water Note i) Old released torch cells will be replaced with New torch cells time to time as and when required. II) Drinking filtered cold water will be suppllied in two times a day in plastic jars of 15/.20 liters capacity and ensuring adequate quantity drinking water S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Above/ Schedule () B2-NS Items 210830.08 Below/P ar Track NS12 5.50 7091.60 39003.80 AT Par 39003.80 Kilometre 12 Description:- "Pre Tamping Measurements (a)EstabIishments of main GNSS ( DGPS Base) Point & refrence point establishment at 150 Pleter maximum interval along the track." Track NS13 5.50 12425.40 68339.70 AT Par 68339.70 Kilometre
store Gauge. Cross elevation, Chainage , shift and lift value at every 3m i.e Every Sth sleeper interval along the track centre line and coordinates of track centre line at every 3m to be submitted with track geometry (per/km/Round)" Track NS14 5.50 3195.17 17573.44 AT Par 17573.44 Kilometre Description:- Construct target/Designs alignment with the good points of existing pre
measured reading in M/C and to provide track adjustment file with Ver extension and also to provide Geo Geometry file to profile to provide text file with slew, uplift and gauge at every 3m i.e. every 5th sleeper interval for tampning machine operator during reference. Track NS15 5.50 12425.40 68339.70 AT Par 68339.70 Kilometre Description:- "Post Tamping Measurements (a)Post Tamping Measurements with total station & 15 prism Gedo trolley measure and store Gauge. Cross elevation, Chainage , shift and lift value at every 3m i.e Every Sth sleeper interval along the track centre line and coordinates of track centre line at every 3m to be submitted with track geometry (per/km/Round) CPM-C-BSB-ENGINEERING/NORTHERN RLY Track NS16 5.50 3195.17 17573.44 AT Par 17573.44 Kilometre Description:- Reporting soft and Hard copies of slew and uplift report at every 3mtr interval .e. every 5th sleeper interval compared with design vs pre profile report of offset distance from track
report (a) Reference point statement. (b) slew and uplift statement for pre tamping measurement (c) pre and post vertical alignment chart (d) pre and post horizontal alignment chart (e) statement showing pre and post slew details (1) statements of track parametre after final tamping (g) pre and post track levels (h) curve details. S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Above/ Schedule () B3-NS Items 4111998.00 Below/P ar NS17 200.00 Each 20559.99 4111998.00 AT Par 4111998.00 Description:- Fabrication assembly in-situ G-3/L type glued insulated joints for board guage 60 Kg/52 kg with all contractor's material, to and from transportation of material, octroi etc. Complete as per instructions contained in manual for glued insulated rail joints. This item is inclusive of all fittings and accessories such as:- a.Long fish plate b.H. T. S. Bolts and nuts c.Punch washers
and all the materials and fittings for cleaning and assembling excluding rails. j.Any other fitting and accessories required to fabricate " In situ Glued Joint" in all respect as per RDSO/Drg. No. T-671/T-
be checked for insulation as per Railways satisfaction. The glued joint should behave satisfactorily minimum up to 6 months from the date of laying. In case of any defects detected in this period, the S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Above/ Schedule () C1-USSOR-2021 37858173.59 Below/P ar Please see Item Breakup for details. 39951639.50 (-) 5.24 37858173.59 Description:- All items of chapter-8 "Supply of Ballast" of USSOR-2021 (Supply of Ballast : Supply and Stacking of 65 mm gauge machine crushed hard stone ballast as per RDSO specification for
Shahganj station for Chord line connecting MFJ (NER) - JNU-MGWN by passing JNU (Jaunpur) & Chord line connecting DDJ (NER) - SHG-BWI by passing Shahganj Jn. of Lucknow Division on Northern Railway. Note : (Item No 085017 Quantity Taken for Jaunpur Site & Item No 085018 Quantity Taken for Shahganj Site) S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Above/ Schedule () C2-NS Items 5451926.00 Below/P ar NS18 15950.00 cum 265.85 4240307.50 AT Par 4240307.50 Description:- Handling, lifting, loading, leading, unloading and spreading of 65mm gauge machine crushed hard stone ballast from the existing stacks lying along the cess/within railway boundary/ other land and putting the same on new bank manually, donkey labour or by tractor/truck or any other means in straight /curved / point and crossing etc. Rate will include all lead, lift, ascent,
obstruction coming while working including all other charges i.e. taxes, royalties, octroi etc. making approach road wherever required for leading of ballast on new bank with contractors own tools labour etc. complete as directed by the Engineer in charge including a lead of 200mtr on either side. The ballast shall be spread initially in a layer of 150 to 300mm thickness (as directed by Site Engineer) for linking of track and further ballast shall be spread after : (A) : Lead 0 to 200 M NS18b 15950.00 cum 55.75 889212.50 AT Par 889212.50 20 Description:- Extra on item (a) Lead 200 M to 500 M NS18c 15950.00 cum 9.68 154396.00 AT Par 154396.00 21 Description:- Extra on item (a)& (b) Lead 500 M to 1.00 KM NS18d 10000.00 cum 9.64 96400.00 AT Par 96400.00 22 Description:- Extra on item (a), (b) & (c) Lead 1.00 KM to 5.00 KM NS18e 6000.00 cum 10.23 61380.00 AT Par 61380.00
CPM-C-BSB-ENGINEERING/NORTHERN RLY NS18f 1000.00 cum 10.23 10230.00 AT Par 10230.00 24 Description:- Extra on item (a), (b) & (c), (d) & (e) Lead 10.00 KM to 15.00 KM
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