Deep screening, Shallow screening, Sleeper replacement, Destressing of track etc under SSE/Vilwade section

A-Schedule A - (Overhauling of track)- USSOR-2021 2659528.27 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 recover clean ballast by screening on wire mesh and disposing off the muck including throwing & 1 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

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 recover clean ballast by screening on wire mesh and disposing off the muck including throwing & 1 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) 1915462.92 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 B1- (Through replacement of grooved rubber pads)-USSOR-

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 rail seat, refixing the liner and ERC after greasing of ERCs, liners and Liner contact area including 1 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.

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

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, 3 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, 3 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 B2- (Transportation of Pway materials) 61560.00 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/

C-Schedule C-Removing of seized ERC)-USSOR 2021 2914.48 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/

C-Schedule C1- (Through Fitting Renewal)- USSOR-2021 281002.07 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 Above/

D-Schedule D- (drilling of holes in sleeper)- USSOR-2019 319796.60 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) 1 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/

D-Schedule D1- (painting of Guard rails)- USSOR-2019 412509.32 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/

D-Schedule D2- (Drilling of holes in rail)- USSOR-2021 10746.06 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/

D-Schedule D3- (Lubrication of fish plated joint)- USSOR-2021 39819.09 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/

E-Schedule E- (Deepeing and cleaning of side drain)- CPWD DSR 2023 462935.82 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/

E-Schedule E1- (Hiring of machinery)- USSOR 2021 43059.13 Below/P

211220 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/

E-Schedule E2- (Removing and refixing of drain slab) 445740.00 Below/P

Removal and refixing of drain slabs, each slabs weighting not more than 70 kg in tunnel/cuttings (including cleaning of side drain) Above/

F-Schedule F- (Deweeding and jungle cutting) 1114325.00 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 12m 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/

F-Schedule F1- (Cutting of tress)- USSOR-2021 74094.68 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/

F-Schedule F2- (Removing weeds/bushes)- USSOR-2021 353916.00 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/

F-Schedule F3- (Side drain cleaning) 474300.00 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/

G-Schedule G- (Supply of labour) 200160.00 Below/P

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

G-Schedule G1- (Removing of muck) 3354531.00 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 Extra for every additional 0.50 Kms and up to 1.0 km or part thereof Above/

G-Schedule G2- (Removing of seized/corroded rails screws)- USSOR-

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/

G-Schedule G3- (Removing of corroded bolts/nuts) 32250.00 Below/P

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

G-Schedule G4- (Supplying and applying anti corrosive paint) 2163800.00 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, 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/

G-Schedule G5- (Lubrication of plate/rail screws)- USSOR-2019 1040509.92 Below/P

71220 Lubrication of Plate/ Rail Screws of Point & Crossings, SEJs, Bridges, Curve etc, 1 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.