(1)Casual renewal of rails under the jurisdiction of SSE/P-Way/BXA(2.0Kms) (2) Through Sleeper Renewal (Primary) for 2.01 Kms between GDZ-LBO under jurisdiction of ADEN/II/BIA (3) Through Sleeper Renewal(P) for 6.074 Kms between Durg-DRZ section (4) Deep screening of Point & crossing by Machine for 29 sets between Durg-DRZ section under the jurisdiction of ADEN/II/BIA (5) Renewal of SEJ 37 sets between Durg-Taroki and renewal of Glued joints 66 sets between Durg- Taroki.

required gap and squaring at ends for renewal preparation, as directed by Engineer in-charge. More than 40 m long rail panel

Description:- Dismantling and removing rail of all section & length from track, laid on any type &

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. For Through Rail Renewal work

Description:- Insertion of rails of all types & length in track, laid on any type & density of sleeper to

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. For Through Rail Renewal work

Description:- 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 4 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. For Casual/Scattered Rail Renewal work RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

Description:- Replacement of any type of sleepers in track with PSC sleepers lying on cess or at Bridge Approaches for casual renewal at isolated locations with all fittings complete to specified

Engineer in-charge. Released materials shall be neatly stacked and handed over at specified location within an average lead of 250 m or near either side of Bridge approaches as directed. Locations other than Ballasted Deck Bridge

Railway's specifications, labour etc. complete as per procedure prescribed in latest edition of IRPWM.

Description:- Lubrication of ERCs and its liner contact area by removal of ERCs and Metal / GFN liners in rail panel, cleaning of rust / scale of ERC, Metal / GFN liners & SGCI insert by using wire

Railway for under side of liners & corresponding area of rail foot & SGCI insert with ERCs and re-fixing the same as per procedure prescribed in latest edition of IRPWM with contractors grease and all other tools & plants complete and as directed. Note: Each ERC in this item shall constitute 1 ERC and its Liner Contact area.

Description:- Removing seized ERC from SGCI inserts of existing track by using suitable approved chemicals and re-fixing after greasing of insert eye and ERC with Contractor's grease of specified

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.

curves and at locations as required with contractor's grease graphite grade "O" IS 408 and as directed.

engineer in-charge : Rail section of 52Kg and above

Description:- Renewal of existing SEJ along with PSC sleepers under traffic block conditions as per approved drawing including fixing of special size bearing plate, rubber pad and other sleeper / rail

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.

Description:- Renewal of existing SEJ with improved SEJ with PSC sleepers under traffic block conditions as per approved drawing including fixing of special size bearing plate, rubber pad and

stacking 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.

Description:- 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

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. Under Traffic Block Conditions

Description:- Dismantling & removing existing SEJ (Switch Expansion Joint) assembly during line block and its replacement with plain track as of adjoining section with all fittings including rail cutting

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.

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY Description:- Manual deep screening of Plain track/ turnouts as per procedure prescribed in IRPWM, June 2020 or latest, on PSC sleepers of any density and throwing away screened muck arising out of screening on toe of bank or on cess, if low or on spoil banks above top of cutting (including throwing

alternatively carting it up to 50m for disposing it off beyond cutting or platforms) as per direction of Engineer in-charge, including cutting cess for effective drainage on both sides, one round of kutcha packing with screened ballast and further attending to track parameter to make track fit for 20 kmph speed complete in all respect. Note : Payment shall be made for length along main line only for turnouts. Depth of 300 mm below bottom of sleeper - For Plain Track :

Description:- Manual deep screening of Plain track/ turnouts as per procedure prescribed in IRPWM, June 2020 or latest, on PSC sleepers of any density and throwing away screened muck arising out of screening on toe of bank or on cess, if low or on spoil banks above top of cutting (including throwing

alternatively carting it up to 50m for disposing it off beyond cutting or platforms) as per direction of Engineer in-charge, including cutting cess for effective drainage on both sides, one round of kutcha packing with screened ballast and further attending to track parameter to make track fit for 20 kmph speed complete in all respect. Note : Payment shall be made for length along main line only for turnouts. Depth of 300 mm below bottom of sleeper for Turnouts

Description:- Deep screening of turnout under line block within stipulated time by way of removing the Points and Crossing assembly by using T-28 cranes, removing the entire stone ballast bed by excavators up to shoulders to depth of 200/250/300 mm, limiting the digging up to original formation level only, screening the ballast so removed and stacking, spreading ballast on the formation in uniform layer from stack of new/screened ballast, placing the points and crossing assembly in designed position, dumping and spreading ballast in cribs and shoulders, lifting of track as required so

fixing of fittings wherever necessary, aligning of sleepers as per prescribed layout, initial packing, aligning, dressing/ lowering the cess to deep screened depth up to the edge of bank with a slope of 1 in 30, boxing of ballast to profile and making fit to run the trains at a speed of non stop 20 KMPH as specified in IRPWM - June 2020 or latest complete in all respect as directed by the Engineer - in - charge. Note: 1. Rail cutting and Rail hole drilling shall be paid under relevant items. 2. Scooped ballast shall be screened and the unused quantity of screened ballast shall be stacked for use in future. For 1 in 12 points and Crossings

Description:- Deep screening of turnout under line block within stipulated time by way of removing the Points and Crossing assembly by using T-28 cranes, removing the entire stone ballast bed by excavators up to shoulders to depth of 200/250/300 mm, limiting the digging up to original formation level only, screening the ballast so removed and stacking, spreading ballast on the formation in uniform layer from stack of new/screened ballast, placing the points and crossing assembly in designed position, dumping and spreading ballast in cribs and shoulders, lifting of track as required so

fixing of fittings wherever necessary, aligning of sleepers as per prescribed layout, initial packing, aligning, dressing/ lowering the cess to deep screened depth up to the edge of bank with a slope of 1 in 30, boxing of ballast to profile and making fit to run the trains at a speed of non stop 20 KMPH as specified in IRPWM - June 2020 or latest complete in all respect as directed by the Engineer - in - charge. Note: 1. Rail cutting and Rail hole drilling shall be paid under relevant items. 2. Scooped ballast shall be screened and the unused quantity of screened ballast shall be stacked for use in future. For 1 in 8.5 Points & Crossings

Description:- Lifting and packing for regrading the 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

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.

Description:- Boxing and profiling of ballast as per procedure prescribed in latest edition of IRPWM

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.

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY Description:- 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,

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. For 60 Kg - 90 UTS Rail

Description:- 25mm gap 'in-situ' welding during traffic block using Railway's welding portion & Welder 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

passing of weld in USFD test as directed by Engineer in charge. Note: 1. Only welding portion and related accessories as per Annexure - I and Welder shall be supplied by Railways. 2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 3. 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.

Description:- 25mm gap Cess Welding with Railway's welding portion and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with Contractor's 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 all required

as directed by Engineer in charge. Note: 1 . Only welding portion and related accessories as per Annexure - I shall be supplied by Railways. 2 . Welding shall be carried out only by trained welder having valid competency certificate. 3. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. For 60 Kg/60EI-R260 grade Rail, Single shot crucible fitted with Automatic Tapping Thimble, 3 pieces Mould (Zircon washed) and Compressed Air Petrol/LPG pre heating technique.

Railways Permanent Way Manual For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more

Description:- 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

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. For PSC Sleeper

Description:- First or Second Through Packing of track of all sleeper density including giving a

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. For PSC Sleeper Track with Sleeper Density of 1660

Description:- Third or subsequent Through Packing of track for all sleeper density including picking

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. For PSC Sleeper Track with Sleeper Density of 1660

28 RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

recoupment, ballasting as required, elimination of sag and to the required alignment after Deep Screening as per procedure prescribed in latest edition of IRPWM complete as per direction of Engineer-in-charge. Note: This work shall be operated in exceptional cases with written approval at DEN level when UNIMAT is not available and immediate packing is required to pass train over it. 1 in 8½ PSC layout

Description:- Through packing of points and crossings, derailing switches including gauging, fittings recoupment, ballasting as required, elimination of sag and to the required alignment after Deep

Engineer-in-charge. Note: This work shall be operated in exceptional cases with written approval at DEN level when UNIMAT is not available and immediate packing is required to pass train over it. 1 in

Description:- Through packing of points and crossings, derailing switches including gauging, fittings recoupment, ballasting as required, elimination of sag and to the required alignment after Deep

Engineer-in-charge. Note: This work shall be operated in exceptional cases with written approval at DEN level when UNIMAT is not available and immediate packing is required to pass train over it. 1 in 8½ Derailing Switch

Description:- 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

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. Without Rail tensor

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). With 2 bolts

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). With Clamps

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.

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.

Description:- Replacing existing glued joint rail with cut 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

joining rails with fish plates duly drilling holes as required 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.

Description:- Anti-corrosive painting to weld collar for Thermit welded rail joints on track or on cess for new welded joints to protect against severe corrosion for any rail section with one coat of high build epoxy paint (two pack) of reputed make confirming to RDSO Specification M&C/PCN-111/99 on

surface preparation as per Railway's AT Weld Manual including lettering / weld numbering with approved enamel paint as directed Note: Before painting, dust, loose rust and mill scale and dirt shall be removed thoroughly by wire brushing. Scrubbing welded area with water to make it free from slag and other water soluble compounds to make it dry.

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY Description:- PQRS: Pre Block activity: Removing of the existing ballast from crib portion of the full 38 length of existing PSC sleeper and further up to the bottom of sleepers to accommodate new sleeper and dumping the ballast so removed on the shoulders/cess with contractor own labour, tools and plants etc, complete with all lead and lift and as directed by the Engineer-in-charge at site including crossing of track wherever necessary.

Description:- PQRS: During line block activity: Dismantling existing track, levelling disturbed and uneven surface of bed up to bottom of sleeper, Loading the released panels in to BFR with Railway's portal cranes, Placing new panels from BFRs on to track with Railway's portal crane, Linking of Track

attending track parameters and initial packing to track to allow traffic at restricted speed of 20 kmph with contractor's labour, tools etc, complete and lead & lift as directed by the Engineer-in-charge at site including crossing of track wherever necessary. Note: The PQRS cranes with fuel and operators will be provided by Railway.

Description:- PQRS: Post Block activity, Pulling back the left over ballast from shoulders/cess in to

surfacing of track during lifting with contractors own labour, tools etc, complete and lead & lift as directed by the Engineer-in-charge at site including crossing of track wherever necessary.

Description:- Unloading of released track panels consisting of all types of rails & sleepers from

sleepers & fastenings and stacking them material-wise and classification-wise at nominated locations within the yard limits with all leads, lift and crossing of tracks. With Railway's portal crane for PSC sleeper track

as directed by engineer in-charge.

Description:- Providing group of 2 men for doing various miscellaneous works for Railway's PQRS cranes (one set of 2 portals) for proper upkeep of crew rest van / rest room, as directed by the

drums; (2) Bringing water to the 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).

Description:- Guarding and watching the Track machine / group of machines, spare parts, oils,

each, at all locations wherever necessary, as instructed by the machine in-charge. Note: One shift comprises of 12 hours.

Description:- Laying of auxiliary track with all types of rails, already available on cess, fixing rails on wooden blocks / CST-9 pots at 2m interval, true to square, to required alignment & level, fixing with spikes / screws / keys, linking rails with fish plates, bolts & nuts to a gauge of 3400mm (with

over stone ballast by way of removing ballast from shoulders of existing track, providing one round of packing. Subsequently, dismantling auxiliary track after completion of PQRS work at site by way of removing wooden blocks / CST-9 pots and carrying same to next stretch / location, if required, where auxiliary track has to be laid and spreading the same at required locations and leaving rails there itself for carrying out TRR work later.

Description:- In PQRS work, through rail renewal of BG track on PSC sleepers of any density with all

handling of rails by way of dragging, pairing etc. and leading released service rails to load into BFR / Lorry or to shift to next location including crossing of track with lead & lift and any other incidental works as required. For rails up to 13m length

Description:- In PQRS work, through rail renewal of BG track on PSC sleepers of any density with all

handling of rails by way of dragging, pairing etc. and leading released service rails to load into BFR / Lorry or to shift to next location including crossing of track with lead & lift and any other incidental works as required. For rails above 40m length

all contractor's men and materials duly removing fittings, leading guard rails to bridge approaches, lifting, dragging, positioning and crossing of track etc, and as directed by Engineer In charge. RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

Description:- 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

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. BCM/FRM/UNIMAT (7.5 KVA generator and 12x500 W)

Description:- 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

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. CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W)

Description:- 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

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) 60 Kg - 110/90 UTS - Outside Track

Description:- 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

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) 60 Kg - 110/90 UTS - On Running Line

Description:- Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering

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. Outside Track

Description:- Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering

equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991. On Running Line

Description:- Bending & De-kinking with Hydraulic rail bender (Jim Crow) heavy duty in all types of

consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Hydraulic Rail Bender (Jim Crow) Heavy duty will be as per RDSO Specification No. TM/SM/5, dated 08.05.1991. Outside Track

versa by jib crane attachable to BFR / BRH for handling concrete sleepers with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge.

Description:- Measuring of Toe Load of ERC during service in field by Electronic Toe Load Measuring

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.

Description:- Extraction of jammed ERC by Heavy Duty Hydraulic Extractor with contractor's tools &

Heavy Duty Hydraulic Extractor for jammed ERCs (10 Ton capacity) shall be used as per RDSO's Specification No. TM/SM/6, dated 8.05.1991.

59 RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY Description:- 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. In wagons not involving traffic block or on lines not opened to traffic but handling by mechanical means is not possible

Description:- Loading of tongue rail, stock rail, switch assembly and crossings of any section and

including lead up to 250 metre and lift up to 5 metre. In Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer.

Description:- Loading, leading and unloading of 52Kg / 60Kg rail up to 13 metre length by Railway's

is not possible with different lead with a lift up to 5 metre during block period. For lead up to 500 metre.

Description:- Loading, leading and unloading of 52Kg / 60Kg rail up to 13 metre length by Railway's

is not possible with different lead with a lift up to 5 metre during block period. For lead beyond 500 metre and up to 1 Km.

Description:- Loading, leading and unloading of 52Kg / 60Kg rail up to 13 metre length by Railway's

is not possible with different lead with a lift up to 5 metre during block period. Extra to Items no.

Description:- Loading, leading and unloading of 52Kg / 60Kg rail up to 13 metre length by Railway's

is not possible with different lead with a lift up to 5 metre during block period. Extra to Item no.

Description:- Loading, unloading and hauling of 52Kg / 60Kg rail more than 13 metre and up to 39

protection in case road carriage is not possible for different leads and lift up to 5 metre. For lead up to 500m

Description:- Loading, unloading and hauling of 52Kg / 60Kg rail more than 13 metre and up to 39

protection in case road carriage is not possible for different leads and lift up to 5 metre. For lead beyond 500 metre and up to 1 Km

Description:- Loading, unloading and hauling of 52Kg / 60Kg rail more than 13 metre and up to 39

protection in case road carriage is not possible for different leads and lift up to 5 metre. Extra to Items no. 171042 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km

Description:- Loading, unloading and hauling of 52Kg / 60Kg rail more than 13 metre and up to 39

protection in case road carriage is not possible for different leads and lift up to 5 metre. Extra to Item no. 171041 and 171042 with contractor's Rail Dolly / Dip Lorry

Description:- Unloading of all type of rails of length 130 metre and beyond from end unloading rake

infringement.. Note: Contractor has to keep Oxygen and Acetylene gas with cutter as standby during the period of work. During period of traffic block

Description:- Unloading of all type of rails of length 130 metre and beyond from end unloading rake

infringement.. Note: Contractor has to keep Oxygen and Acetylene gas with cutter as standby during the period of work. Not involving traffic block

Description:- Loading, leading and unloading of all types of P.Way fittings and all other

vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading. Lead beyond 10 Km and up to 20 km

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY Description:- Loading, leading and unloading of all types of P.Way fittings and all other 72 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. Lead beyond 50 Km and up to 100 Km

Description:- Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road

points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items. Lead up to 5 Km

Description:- Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road

points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items. Lead beyond 50 Km and up to 100 Km

Description:- 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

of one track and lead up to 50 metre & lift up to 5 metre with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. From DMT - During period of traffic block

Description:- 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

of one track and lead up to 50 metre & lift up to 5 metre with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. From DMT - Not involving traffic block or on lines not opened to traffic

Description:- Unloading of Switches / Crossings / SEJ Rails / Glued Joints of any rail section and

departmental material train (DMT) or contractor's / Railway's Truck/Trailer with lead up to 250 metre & lift up to 5 metres. From Truck / Trailer

Description:- Collection, segregation and stacking of various scattered P.Way materials at

Engineer-in-Charge. Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc.

Description:- Collection, segregation and stacking of various scattered P.Way materials at

Engineer-in-Charge. All type of PSC sleepers

Description:- Collection, segregation and stacking of various scattered P.Way materials at

Engineer-in-Charge. P.Way fittings of all types and other similar loose items

Description:- Opening of level crossing up to required width from centre line of track for replacement of sleepers by digging of pucca road surface up to bottom of sleeper, removing of

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.

these in a countable manner near LC, free from any infringements as directed by Engineer in-charge.

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY Description:- Overhauling of level crossing by digging out up to 50mm below sleeper, screening of

rails for examination of running rails and check rails, scrapping of rails and painting running rails and check rails and all fixtures with two coats of coal tar emulsion, greasing of ERCs, MCI inserts and liners oiling all the bolts, correcting cross level, gauge, alignment, surfacing and packing etc., re- fixing check rails duly ensuring standard clearances, re-inserting screened ballast, making good deficient ballast with Railway's ballast from stacks / heaps/borrowing from adjacent length of adjoining track within 50m lead, ramming & levelling road surface and refixing concrete slabs/making motarable road surface as required excluding re surfacing with bitumen as directed by Engineer in- charge. Level crossings with asphalted road surface

Description:- Overhauling of level crossing by digging out up to 50mm below sleeper, screening of shoulder & crib ballast, replacing unserviceable sleepers & fastenings as necessary, removal of check rails for examination of running rails and check rails, scrapping of rails and painting running rails and check rails and all fixtures with two coats of coal tar emulsion, greasing of ERCs, MCI inserts and

fixing check rails duly ensuring standard clearances, re-inserting screened ballast, making good deficient ballast with Railway's ballast from stacks / heaps/borrowing from adjacent length of adjoining track within 50m lead, ramming & levelling road surface and refixing concrete slabs/making motarable road surface as required excluding re surfacing with bitumen as directed by Engineer in- charge. Level crossings with concrete blocks road surface

specifications and as directed by engineer in- charge.

Description:- Fabrication including cutting, bending/machining and fixing of check rails of all rail sections over PSC Sleepers as per Railway's approved drawings & specifications for level crossings / trolley paths/inspection lines in yards duly cutting rail flanges, wherever required to correct alignment

Railway's fittings, e.g. rail screws / grip expansion bolts, brackets, packing pieces, bolts, washers etc including grinding of brackets if required, fixing of Railway's wooden blocks at flare ends duly cutting and plaining, crossing of tracks and as directed by the engineer in-charge Note: 1. Drilling of holes in PSC Sleeper and fixing of dowels shall be paid under relevant item. 2. Required P.Way materials will be supplied at SSE/P.Way stores.

sharp edges into smooth profile. Payment shall be made for length of cutting of foot.

Description:- Fixing check rails to running rails on level crossings with MS brackets, MS packing

specifications, as directed. Rails, MS brackets, packing plates, bolts & nuts, spring washers will be supplied by Railways. Note: One set consists two check Rails.

Description:- Painting of running rails and check rails of any rail section of level crossing with anti- corrosive paint on both sides of web, foot etc. including liner contact area (excluding bottom of foot)

to IS-9862 of reputed make including painting of liners, ERC surface preparation, i.e. cleaning with wire brush / sand paper as a complete job as per Para No 613 (2)(b)(iii) of Indian Railways Permanent Way Manual, as directed by Engineer in-Charge.

Description:- 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,

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. Caution Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY Description:- 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, 91 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. Speed Indicator Board of equilateral 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

Description:- 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,

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. Stop Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

Description:- 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,

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. Termination Indicator Board of Circular shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long

Description:- Supply and fixing in position pre-cast cement concrete Fouling Mark as per approved

and inscribed letters with black of Fouling Mark, complete in all respects with all labour, materials including cement, tools and plants etc.

Description:- Hiring of machinery for minor miscellaneous works for short duration including

required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site. JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity

Description:- Hiring of machinery for minor miscellaneous works for short duration including

required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site. Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material Please see Item Breakup for details. 135912.00 AT Par 135912.00 97 Description:- 171033 Please see Item Breakup for details. 55082.40 AT Par 55082.40 98 Description:- 172052 Please see Item Breakup for details. 89712.00 AT Par 89712.00 99 Description:- 172053 S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY Schedule () B-Execution of all works connected with above work covered under Above/ 3266348.72 this schedule. Below/Par NS 14.00 Set 8782.82 122959.48 AT Par 122959.48

layouts and stone ballast for 1 in 12 Points and crossing. NS 12.00 Set 7057.69 84692.28 AT Par 84692.28

layouts and stone ballast for 1 in 8.5 Points and crossing. NS 3.00 Set 5632.16 16896.48 AT Par 16896.48

and stone ballast. NS 2995.00 cum 87.46 261942.70 AT Par 261942.70 Description:- Spreading of stone ballast on track and points & crossing from the quantity available

formation in bank and cuttings as directed by the Engineer-in-Charge with a free lead upto 100 meters and lift upto 3.0 meters inclusive of descent, loading, unloading, labour and materials required including crossing one or more running railway lines if required etc. complete NS 14826.00 100 Sqm 43.00 6375.18 AT Par 6375.18 5 Description:- Jungle cleaning light and removing the same to a distance of 50m. or part thereof NS 14826.00 100 Sqm 115.00 17049.90 AT Par 17049.90 6 Description:- Jungle cleaning heavy and removing the same to a distance of 50m. or part thereof. Track NS 8084.00 69.33 560463.72 AT Par 560463.72 metre Description:- Fabrication/assembly of 13mtr/13.2mtr/12.6 mtr long panels with 90R/52Kg/60kg service rails & PSC sleepers with density 1540/1660 sleepers per Km.and loading them in PQRS, BFRs with contractor's PQRS portals and contracotr's labours, tools & other equipments inclusive of all lead, lift complete. The item mainly include bringing the PSC sleepers for stacks, placing them on assembly ground at a spacing of 60/ 65cms, bringing the service rails from the dismantled released panels, making the correct sleeper spacing on rails with paint marks, bringing ERCs, GFN/ Metal liners, GR

of MCI inserts with contractor's graphite as per IS: 408-1981, before greasing, the liners and ERC are to be painted with contractor's anti-corrosive bituminous white mastic paints as per IS: 158 of approved quality, fastening the rails with sleepers, loading the assembled panel into PQRS, BFRs in layers of 3/4 securing the properly and any other item required for assembling and loading the panels as per the directives of engineer-in-charge or his authorized representative. Note: (i) If this item is executed through railway's PQRS portal due to failure of contractor's gantry or any other reasons, the payable rate for this item will be reduced by 30 % of the quoted rate. (ii) This item includes carrying of rails and sleepers up-to a free leas of 500mtrs and carrying fittings etc., from PWI's store at contractors cost including all lead, lift, ascent, descent, crossing Railway line etc. NS 13420.00 Sleeper 32.80 440176.00 AT Par 440176.00 Description:- Unloading of 52kg/60kg PSC sleeper from BFRs/BRHs/BRNs/MKCs/MBOXs or any other Railway wagons by contractor's PQRS portals and contractor's labours and tools in PQRS depot, stacking them in layers at the nominated locations including making their own unloading frame

complete. Note : If this item is executed through railway's PQRS portal due to failure of contractor's gantry or any other reasons, the payable rate for this item will be reduced by 30% of the quoted rate. If due to any reason, the above item is executed manually, then the payment will be made @ Rs.5/- per sleeper only. NS 3825.00 MT 341.62 1306696.50 AT Par 1306696.50 Description:- Dismantling & unloading of released 90R/52kg track including all MBC sleepers rails & small fittings in PQRS siding consisting of 90R/52kg rails/MBC sleepers with fastenings from

ERC if any. The work involves removal of rails from sleepers, unloading rails small fittings & sleepers, carrying & stacking them at indicated places with lead of300 M with all contractors tools, plants, labours, equipments etc. ( Measurement to be based on standard wt. of components after stacking is completed by contractors) NS 3.00 Set 5632.16 16896.48 AT Par 16896.48

layouts and stone ballast. NS 14.00 Set 8782.82 122959.48 AT Par 122959.48 Description:- Second packing of point and crossing i.e. for attending of track after laying with PSC

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY NS 14.00 Set 8782.82 122959.48 AT Par 122959.48

layouts and stone ballast for 1 in 12 Points and crossing. NS 12.00 Set 7057.69 84692.28 AT Par 84692.28

layouts and stone ballast for 1 in 8.5 Points and crossing. NS 12.00 Set 7057.69 84692.28 AT Par 84692.28

layouts and stone ballast for 1 in 8.5 Points and crossing. S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () C-Execution of all works connected with above work covered under Above/ SEC Railway USSOR-2010 and Vol.I & II of IR unified standard specification 246967.70 Below/Par (Works & Materials) (Item Directory - Not Applicable)

Description:- Loading/Unloading ballast, kankar, brickbats, stone-chips, shingle, stone boulders,

manure or sludge, ashes, lime etc., including lead up to 50m and stacking into/from trucks, trailors or wagons

2021-3 Ver. I of IR unified standard specification (Formation Works, Bridges Works & P-Way works)

S No. Item Description of Item Unit Qty Rate Amount

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

( X 10 ) every subsequent Km or part thereof and up to 10 Km

( Extra to Items no. 171032 for lead beyond 1 Km for

every subsequent Km or part t )

S No. Item Description of Item Unit Qty Rate Amount

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.

( X 5 ) ( Lead beyond 5 Km and up to 10 km )

S No. Item Description of Item Unit Qty Rate Amount

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.

( X 10 ) ( Lead beyond 10 Km and up to 20 km )

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY