Deep screening, shallow screening, sleeper replacement, destressing of track etc under SSE/Mangaon section

A-Schedule A- ( Shallow screening of track )- USSOR-2021 1802671.22 Below/P

132010 Systemic overhauling of track under traffic as per procedure prescribed in latest edition of IRPWM, including removing the crib ballast in 50mm to 75mm depth below bottom of sleeper and complete shoulder ballast without breaking core under the bottom of sleeper, to 1 recover clean ballast by screening on wire mesh and disposing off the muck including throwing & leveling, if required beyond minimum 5m from the edge of cutting which are up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms away from the track, as directed by Engineer incharge including cutting & making up the cess and ensuring proper drainage slope and then re-inserting cleaned ballast into track and compaction of shoulder and crib ballast by wooden mallet and dressing / profiling ballast as per railway specifications. 132011 For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more Per Track

132010 Systemic overhauling of track under traffic as per procedure prescribed in latest edition of IRPWM, including removing the crib ballast in 50mm to 75mm depth below bottom of sleeper and complete shoulder ballast without breaking core under the bottom of sleeper, to 1 recover clean ballast by screening on wire mesh and disposing off the muck including throwing & leveling, if required beyond minimum 5m from the edge of cutting which are up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms away from the track, as directed by Engineer incharge including cutting & making up the cess and ensuring proper drainage slope and then re-inserting cleaned ballast into track and compaction of shoulder and crib ballast by wooden mallet and dressing / profiling ballast as per railway specifications. 132015 Extra over Items 132011 to 132014 for working in yards Above/

B-Schedule B ( Destressing of track) 542465.40 Below/P

Destressing of LWR/CWR with out contractor's rail tensor at desired/specified rail 1 temperature under traffic, block with contractors labour, tools, plants, equipment, machinery etc including removing pendrol clip, liner, rail panel and refixing the rail panels in position, with liner & pendrol clip after destressing with all leads & lifts and as directed by Engineer-in-charge including removal & refixing of joggle fish plates, OHE bonds and other obstructions etc.

Shifting of PSC sleepers by removing the ballast and placement of sleepers with 2 proper packing due to failing of rail joints on sleepers during process of distressing with all cotractor's men, material, tools, plants, equipment etc complete and as directed by Engineer-in- charge. Above/

B-Schedule B-1 (Through replacement of Grooved rubber pads)0

063040 Through replacement of Grooved Rubber Sole pads(GRSP) on PSC sleepers duly removing the ERCs and liners and replacing the GRSP by just lifting the rail after cleaning the 1 rail seat, refixing the liner and ERC after greasing of ERCs, liners and Liner contact area including sealing with Contractor's Grease Graphite Grade 'O' (IS:408) duly cleaning of rust/scale of ERC, Metal /GFN liners & SGCI insert by using wire brush, scrapper/ sand emery paper etc., with all contractor's labour, tools, plants including collection and stacking of released materials at nominated locations within SSE Jurisdiction and as directed by Engineer-in-Charge.Note: GRSP will be supplied at SSE/stores/ depot.

161010 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, 2 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) 161012 52 Kg - 90 UTS - Outside Track

161010 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, 2 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) 161015 52 Kg - 90 UTS- On Running Line Above/

B-Schedule B-2 (Transportation of pway materials) 422400.00 Below/P

Loading, unloading and transportation of rails, PSC sleepers, Pway fittings etc from 1 section.store including collection of materials and from Ratnagiri/ Chiplun stores as per availability with contractor's own labours, tools, equipments etc. Including stacking them properly at indicated locations as directed by Engineer-in-charge with all lead & lift. Above/

B-Schedule B-3 (Replacement of missing fittings)- USSOR-2021 150994.49 Below/P

063130 Scattered renewal or replacement of missing / worn-out fittings with 1 Railway's fittings for track/Points & Crossings sleepers including leading to required location for the work and the released fittings shall be collected and neatly stacked, as directed by the Engineer In charge.Note: New fittings shall be supplied from and released material shall be deposited at, nearest P.Way Stores. 063131 GRSP

136050 Interchanging gauge face of rails of any section in traffic line block including removal of fittings and re-fixing the same after changing of gauge face, cutting of rails, joining the rails with fish plate & drilling holes as directed by engineer in-charge Above/

C-Schedule-C (Deep screening of track ) 640816.00 Below/P

Deep screening of track of standard profile in tracffic condition mixed with water and earth (water logged condition ) or fully contaminated ballast condition which requires excavation of 1 contaminated ballast by pickaxe or any other tools requiring replacement/ recouping of ballast having more than 50% of screened quantity and disposing of the muck away from track as directed by the Engineer - in-Charge, including cutting or making up cess & ensuring proper drainage slope & reinserting the clean ballast in to the track and giving one kacha packing so as to make the track fit for 20kmph.

Extra for screening of cess on either side of the standard profile and as directed by the engineer in charge with all leads and lifts Above/

C-Schedule C-1 (Through packing of track)- USSOR-2021 272061.69 Below/P

131030 First or Second Through Packing of track for all sleeper density including 1 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. 131031 For PSC Sleeper Track with Sleeper Density of 1540

131040 Third or subsequent Through Packing of track for all sleeper density including 2 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 /regarding/realignment work also. Note: General lift is normally 25 mm and isolated lift may be upto 50 mm. 131041 For PSC Sleeper Track with Sleeper Density of 1540 Above/

C-Schedule C-2 (Hiring of crane)- USSOR-2021 67528.75 Below/P

211200 Hiring of machinery for minor miscellaneous works for short duration 1 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. 211202 Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material

211200 Hiring of machinery for minor miscellaneous works for short duration 2 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. 211203 Tractor with Trolley for local transportation or other misc. works. Above/

C-Schedule C-3 (Replacement of two or three sleepers) 323911.50 Below/P

Replacement of PSC ( 52Kg /60 Kg) Two or three sleepers at isolated location in tunnels / cutting having restriction in working space due to ballast retaining wall on both sides of track including making adjustment in existing sleepers for removing of damaged sleepers including 1 removing & refixing of rails and fittings and inserting of new PSC sleepers under traffic condition with contractor's own labour, tools, equipment, etc with all leads & lift and as directed by Engineer-in- Charge. (but not including shifting/movement of sleepers). Imp Note: 1) This item is paid only when replacement of sleepers is not possible during the deep screening activity due to limited working space in tunnel/in cuttings and sleeper replacement is required to be taken up after deep screening involved removing of ballast up to bottom of sleepers and refilling of the same ballast. Above/

C-Schedule C-4 ( Removing and insertion of sleepers)- USSOR-2019 68339.89 Below/P

61060 Removing from track the existing PSC sleepers with fittings in running track 1 conditions for TSR/ISD works and stacking the same neatly at specified places with contractor's tools & labour, as directed by Engineer in-charge. (For ISD work only identified unserviceable sleepers to be covered) - For Location in bridges/embankment and cuttings without restriction of space during DS works 61061 For location of work not involving deep screening

61060 Removing from track the existing PSC sleepers with fittings in running track 1 conditions for TSR/ISD works and stacking the same neatly at specified places with contractor's tools & labour, as directed by Engineer in-charge. (For ISD work only identified unserviceable sleepers to be covered) - For Location in bridges/embankment and cuttings without restriction of space during DS works 61062 For location of work involving deep screening (DS to be paid saparately

61070 Inserting in track the wider base PSC sleepers lying along the cess / formation 2 / slope / toe with all fittings complete for TSR / ISD work to specified gauge with contractor's tools including one packing to make track fit for 20 kmph speed and dressing of ballast, as directed by Engineer in-charge.- For Location in bridges/embankment and cuttings without restriction of space during DS works 61071 For location of work not involving deep screening

61070 Inserting in track the wider base PSC sleepers lying along the cess / formation 2 / slope / toe with all fittings complete for TSR / ISD work to specified gauge with contractor's tools including one packing to make track fit for 20 kmph speed and dressing of ballast, as directed by Engineer in-charge.- For Location in bridges/embankment and cuttings without restriction of space during DS works 61072 For location of work involving deep screening (DS to be paid seperately Above/

C-Schedule C-5 ( Deep screening of turn outs)- USSOR-2021 208953.09 Below/P

081010 Manual deep screening of turnouts under traffic as per procedure prescribed in IRPWM, June 2020 or latest, in other than 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 and leveling, if required beyond minimum 5m from the edge of cutting 1 which are up to 3m deep or 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 turnout 081017 Depth of 250 mm below bottom of sleeper for Turnouts

131050 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 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 2 pass train over it. 131052 1 in 12 PSC layout Above/

D-Schedule D ( Removing of seized ERC)- USSOR-2021 29144.80 Below/P

063100 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 1 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 Above/

D-Schedule D1 (Through fitting renewal)-USSOR-2021 562267.77 Below/P

074060 Through Fitting renewal (TFR) with new Grooved Rubber sole pads(GRSP), Liners and ERC or through renewal with new GRSPs using existing ERCs and liners after cleaning and greasing on entire Turnout of PSC Fan shaped layout including approach & exit sleepers comprising of removing & refixing or replacement of plate screws, ERCs and liners including seized ERCs, 1 replacing the GRSP after cleaning rail seat, refixing slide chairs, lubrication of ERCS applying grease to plate screws and Liner contact area with contractor's Grease Graphite Grade O' (IS:408) after cleaning of rust/scale on liner contact area etc., as per provisions of IRPWM of latest version with all contractor's labour, tools, plants and stacking all the released materials etc complete and as directed by Engineer in charge Note: GRSP will be supplied at SSE/stores/depot 074061 For 1 in 12 Turnouts

074060 Through Fitting renewal (TFR) with new Grooved Rubber sole pads(GRSP), Liners and ERC or through renewal with new GRSPs using existing ERCs and liners after cleaning and greasing on entire Turnout of PSC Fan shaped layout including approach & exit sleepers comprising of removing & refixing or replacement of plate screws, ERCs and liners including seized ERCs, 1 replacing the GRSP after cleaning rail seat, refixing slide chairs, lubrication of ERCS applying grease to plate screws and Liner contact area with contractor's Grease Graphite Grade O' (IS:408) after cleaning of rust/scale on liner contact area etc., as per provisions of IRPWM of latest version with all contractor's labour, tools, plants and stacking all the released materials etc complete and as directed by Engineer in charge Note: GRSP will be supplied at SSE/stores/depot 074062 For 1 in 8.5 Turnouts Above/

E-Schedule E ( Drilling of holes in sleepers)- USSOR-2019 131086.32 Below/P

161150 Drilling of holes (vertically) into concrete sleeper in-situ & providing & fixing ferrul in drilled hole 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 : 1) machine shall be able to drill hole in concrete sleeper from 16 mm to 22 mm dia 2) Action of machine shall be fast enough to drill hole in minimum time, i.e. it shall not take more than 10 minute for drilling hole of dia. 22 mm and depth 150 mm. 3) Machine shall be able to drill hole of required size in suit condition 4) In case of electrically operated machine, operating voltage shall be 220-250 V to enable it to operate with domestic supply of electricity, single phase, A.C, 50 Hz or with single phase light weight portable generator commonly available in the market, 5) Weight of machine shall not exceed 10 kg for electrically machine (Without prime mover) and 50 kg for Diesel / Petrol operated machine (Including prime mover) 6) Machine shall be either non- infringing type or capable of being removed within 30 seconds to the face of approaching train) Per Track

151330 Removing and refixing of guard Rails over slab bridges during machine packing with all contractor's men and materials duly removing fittings, leading to bridge approaches, lifting, dragging, positioning and crossing of track etc, and as directed by Engineer in charge Above/

E-Schedule E1- (Painting of rails)- USSOR-2019 242505.90 Below/P

131510 Painting of rail running track on rail,web,foot including liner contact area(excluding bottom of foot) and fishing plane as per requirement with one coat of red oxide/zinc cromate primer to IS :2074 of reputrd make including surface preparation i.e. cleaning with wire brush/sand paper as complete job ( For guard rail painting ) Above/

E-Schedule E2-(Drilling of holes)- USSOR-2021 8059.55 Below/P

161040 Drilling holes of 16 mm to 32 mm dia with rail Drilling Machine including 1 chamfering with approprite chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all leads & lift etc complete, as directed by Engineer in-charge, Rail Drilling machine will be as per RDSO specification No. TM/SM/3, dtd.24/04/1991 161042 On Running line Above/

E-Schedule E3- (Lubrication of fish plated joints)- USSOR-2021 37548.00 Below/P

063050 Lubrication of fish plated rail joints under traffic, by using Grease Graphite 1 Grade 'O' (IS:408) and Black oil supplied by contractor, for all types of rail sections as per procedure laid down in latest version of IRPWM and as directed by Engineer In charge.Note: Release U/S bolt & nuts is to be deposited back. If any fish bolts is jammed it should be cut with chisel and hammer and replaced with fresh fish bolt supplied 063052 For 610 mm long fish plates Above/

F-Schedule F (Deepning and cleaning of side drain) -CPWD DSR 2023 404622.00 Below/P

2.9 Excavation work by mechanical means (Hydraulic excavator)/ manual means in 1 foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m 2.9.3 Hard rock (blasting prohibited)

2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual 2 means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. Above/

F-Schedule F1- (Hiring of JCB)- USSOR-2021 128682.45 Below/P

211200 Hiring of machinery for minor miscellaneous works for short duration 1 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. 211201 JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity Above/

G-Schedule G- (Cleaning of jungle) 615612.00 Below/P

Cleaning jungle vegetation, shrubs,grass,brush wood, tress and saplings of girth upto 30 cm grown on slopesof cutting using either hand sickles or tree cutting machines dressing neatly upto ground surface of slopes and disposing of rubbish on top of cutting away from catch water drain and upto a lead of 50 m and lead uptp 12 m with all contractors labours,materials, tools and 1 plants,non infringing ladders or scaffolding etc. complete as directed by engineer in charge Note : Mode of Measurement : 1) Payment will be made on SQM basis for both east and west sides individually with length as per track length and height as per demarked bottom and top levels by direct tape measurement at every 5 m intervals. 2) Minor undulations on slope will not br considered. 3)Before commencing work,the bottom and top levels between which vegetation to be cleared and the length will be demarked by KRCL Above/

G-Schedule G1- (Cutting of tress)- USSOR-2021 75372.18 Below/P

013010 Felling of trees of grith (measured at a height of 1.0 m above ground level) including lead and stacking of material within 100m Note : 1) When stumps are grubbed up in 1 addition, the rates shall be doubled for tree cuts and grubbed 2) Payment for Grubbing shall be made where specially ordered 3) Grubbing shall be ordered only where it is essential to remove the stumps including the roots, as per specifications 4) Grubbing shall include removal of roots of trees and saplings to a depth of 60 cm below ground level or 30 cm below formation level or 15 cm below subgrade level, whichever is lower. 013011 Girth over 30 cm and upto 60 cm

013010 Felling of trees of grith (measured at a height of 1.0 m above ground level) including lead and stacking of material within 100m Note : 1) When stumps are grubbed up in 1 addition, the rates shall be doubled for tree cuts and grubbed 2) Payment for Grubbing shall be made where specially ordered 3) Grubbing shall be ordered only where it is essential to remove the stumps including the roots, as per specifications 4) Grubbing shall include removal of roots of trees and saplings to a depth of 60 cm below ground level or 30 cm below formation level or 15 cm below subgrade level, whichever is lower. 013012 Girth over 60 cm to upto 1.50 m

013010 Felling of trees of grith (measured at a height of 1.0 m above ground level) including lead and stacking of material within 100m Note : 1) When stumps are grubbed up in 1 addition, the rates shall be doubled for tree cuts and grubbed 2) Payment for Grubbing shall be made where specially ordered 3) Grubbing shall be ordered only where it is essential to remove the stumps including the roots, as per specifications 4) Grubbing shall include removal of roots of trees and saplings to a depth of 60 cm below ground level or 30 cm below formation level or 15 cm below subgrade level, whichever is lower. 013013 Girth over 1.50 m upto 3 .0 m Above/

G-Schedule G2- (Removing of weeds/bhushes)- USSOR-2021 1011467.52 Below/P

136100 Removing weeds and Bushes in ballast sectionand cess upto 3.95 mfrom center line of track in mid sectionand station yard, as specified by engineer in charge including disposal of braches outside cess/yard. Above/

G-Schedule G3- (Side drain cleaning) 268047.50 Below/P

Side drain cleaning including disposing of muck as per instructions of Engineer in charge to keep the drain flowing in cutting /tunnel etc. complete Above/

H-Schedule H-(Supply of labour) 222400.00 Below/P

Supply of competent look out men / Misc labours for various works as per requirement by engineer-in-charge Above/

H-Schedule H1-(Removing of muck) 2156386.50 Below/P

Filling of deep screened muck (contaminated ballast)/desilting muck/shallow screened muck/ debris in bags and keep ready for loading on BRN including contractor's bags, labours, tools, plants, materials etc. with all leads and lift etc complete.

Loading of deep screened muck/ desilting muck/ shallow screened muck / debris bags 3 on Diplorry/ mono dolley in mid section or in stn yard including up to maximum lead 0.5 km with contractor's bags , labours, tools, plants, materials etc with all leads and lift etc complete b) Extra for every additional 0.50 Kms and up to 1.0 km or part thereof

Disposing of deep screened muck / desilting muck / Shallow screened muck / debris filled bags, labours, tools, plants, materials etc. with lead upto 50m and maximum lift upto 5m height etc.complete.(This item will operate only when lead item can not be operated Above/

H-Schedule H2- (Removing of seized/corroded fitting)-USSOR-2019 707342.46 Below/P

131590 Removing existing seized / corroded / broken rail screws/Plate screws in PSC sleepers by using gas ,duly drilling holes in broken screws and removing existing rail screw pieces 1 from the holes along with existing dowels and fixing new contractor's dowels (Procured from RDSO approved sources) and grouting around dowel with epoxy materials and refixing new Railway's rail screws duly greasing dowel portion with Railway's grease with all contractor's materials, consumables, tools & plants, labour with all lead, lift, crossing of track etc. complete and as directed by the Engineer-in-charge Above/

H-Schedule H3- (Removing of Corroded bolts) 44347.50 Below/P

Removal of corroded / seized bolts and nuts in yards and in the mid section. Above/

H-Schedule H4-( Supplying and applying anti-corrosive paint) 1026000.00 Below/P

Supplying and applying anti corrosive bituminous black paint in service 52 kg/ 60 kg. Rails in two coats with contractor's own brush after preparation of surface with contractor's own paint confirming to I.S 9862-1981 to a thickness of 100 microns per each coat on non gauge face, 1 both webs and foots of rails excluding gauge face, rails top and bottom of foot as per standard drawing including surface preparation and removal and refixing of ERC liners and outer surface of inserts for sleeper density of 1540/1660 Nos/Km. In PSC sleepers and 52 kg./60 kg rails with contractor's own labours brushes, tools and paint, transportation with all leads and lift including surface preparation and painting of rails and as specified including crossing of tracks, handling of rails and as directed by Engiener-in-Charge with all leads and lift Above/

H-Schedule H5- (Lubrication of point and crossing )- USSOR-2019 1207091.20 Below/P

071220 Lubrication of Plate/ Rail Screws of Point & Crossings, SEJs, Bridges, Curve 1 etc, including removal of plate /Rail Screw carefully without breaking the screw, cleaning with wire brush etc both screws and dowel hole applying railway grease graphite, refixing the screw with spring washer and sealing the top and sides of screw with Railway's grease graphite to prevent ingress of moisture and corrosion with contractors labours, tools all lead & lift. Above/

H-Schedule H6- (Fixing and removal of SR board)0 USSOR-2021 152497.23 Below/P

211020 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. 211021 For erection

211020 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. 211022 For removal Above/

I-Schedule I- (Overhauling of LC gates)- USSOR-2021 1925840.76 Below/P

182010 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 1 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. 182012 Level crossings with concrete blocks road surface

183010 Drilling of parabolic shaped holes to the web of check rail as per drawings & specifications and as directed by engineer in- charge.

183020 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 3 correct alignment and level, drilling of holes with machine in check rails and fixing to Running rail and sleepers with all 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- chargeNote: 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.

184010 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 4 bottom of 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 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.

186010 Manufacturing, supplying and laying factory made CC block pavers for road 5 surface of level crossings to RDSO Drg. No. M.00003, manufactured using 20mm size graded hard stone aggregates of approved quality over a well compacted sand bedding 50 thick with all contractor's cement, labour, tools/plant and curing with all lead & lift as per specifications and as directed by Engineer in-charge 186011 80mm thick blocks of M-35 grade for medium traffic

186010 Manufacturing, supplying and laying factory made CC block pavers for road 5 surface of level crossings to RDSO Drg. No. M.00003, manufactured using 20mm size graded hard stone aggregates of approved quality over a well compacted sand bedding 50 thick with all contractor's cement, labour, tools/plant and curing with all lead & lift as per specifications and as directed by Engineer in-charge 186012 120mm thick blocks of M-40 grade for heavy traffic Above/

J-Schedule J-(Cess repair)- USSOR-2021 155187.43 Below/P

113010 Cess repair/widening work as per RDSO Specifications and guidelines RDSO/2020/GE: IRS-0004 or latest in running line with suitable soil to the designed profile The work shall include uprooting and disposing of all the vegetation, benching at every 30 Cm vertical height, earthwork in benching portion and compaction using suitable slope vibratory Rollers/Compactors 1 etc. to achieve prescribed MDD. Note:1. Payment of cess repairs shall be based on the quantities worked out from the cross sectional calculations only and worked out from the initial ground levels before doing benching and final levels as done for new embankment. The earth work in benching portion shall not be paid extra as the same has been included in the rate.2. The earth work shall be started only after Completing of the benching and certified. 3. The benching Work shall be done for a maxium height of 1.50 m at any time based on the progress of earthwrok starting from toe of the embankment.

113020 Extra over item 113010 for earth-work for making cess on other side of the track (when no approaches available along track or no road vehicles to work at site) by dumping 2 contractor's own earth, collected along toe of bank of any height on to other side of track & side slope of the existing bank by head load, duly crossing of tracks with all contractor's materials, labour, tools, plant including loading of earth in baskets, lifting, leading to the non-cess side of bank including crossing of tracks & dumping etc. and as directed by the Engineer incharge. Above/

J-Schedule J1- (Gabion Works)- USSOr-2021 519117.59 Below/P

052280 Supplying & placing of Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes of required sizes, Mesh Type 10cm x 12cm, Zn and PVC coated Mesh Wire dia. 2.7/3.7mm (ID/OD), edges of meshes mechanically edged / selvedged with heavy coating of galvanization as per EN 10223-3/ASTM A 975 with partitions at every 1m interval and properly packed with approx. 150mm size boulders including transportation and placing at indicated places as per direction of Engineer-in-charge including contractors tools, plants, labour, royalty charges etc complete in all respect and stitching with lacing wireof dia 2.2/3.2 mm (ID/OD) @ 5% by weight of Gabion boxes, carrying the material by head load from nearest approach with all safety precautions and all leads and lifts.