Construction of one loading platform at Surakachhar siding on the opposite side of the existing platform with minor modification of track for facilitating loading of opencast mines of Korba Area

Percentage in Figures

Total Estimated Price

Schedule-A(Execution of Formation Work and Dismantling Works)

Felling trees of girth (measured at a height of 1.0 m above ground level) including leading and stacking of material within 100m. Note : 1. When stumps are grubbed up in addition, the rates shall be doubled for trees cut and grubbed 2. Payment for grubbing shall only be made where specially ordered. 3. Grubbing shall be ordered only where it is essential to remove the stumps, including the roots, as per specification. 4. Grubbing shall include removal of roots of trees and saplings to a depth of 60cm below ground level or 30 cm below formation level or 15 cm below sub grade level, whichever is lower

Girth over 30 cm and up to 60 cm

Girth over 60 cm and up to 1.5m

Girth over 1.5m up to 3 m

Girth over 3 m

Preparation of foundation for Embankment by clearing, grubbing, stripping top soil (average 150 mm) and stacking beyond foundation area, thereafter ploughing and pulverizing 150 - 200 mm of top of soil with tractor trolley, mixing water to achieve OMC with water sprinkler or left for natural drying, as required, and compaction with vibratory roller of suitable capacity to achieve 98% MDD for laying first layer of soil for embankment construction.

Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality Class SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC, mechanical compaction to specified density and dressing of bank to final profile as per RDSO Specifications: RDSO/2020/GE: IRS-0004 with latest correction slips.

Note: 1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching. 2) Payment for Earthwork under this item shall be made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines.

Using Soil Class SQ2

Earthwork in cutting in formation, trolley refuges, side drains, levelcrossing approaches, platforms, catch water drains, diversion ofnallah & finishing to required dimension and slopes to obtain a neatappearance to standard profile inclusive of all labour, materials, plant& machinery, leading all cut spoils either to make spoil dumps or forfilling in embankment with leads within 2 km on either side of edge ofthe cutting(s) including all lifts, ascent, descent, loading, unloading,bailing & pumping out water, if required, clearance of site and all otherworks incidental thereto for completing the work as per RDSOSpecification No. RDSO/2020/GE: IRS-0004 with latest updatedcorrection slips and to the satisfaction of the Engineer-in-Charge .Note :(i) All usable earth arising from cut spoils shall be led into bankformation and Unusable spoils shall be dumped / stacked away fromtoe of embankment. (ii) All hard rock /and boulders not fit for filling will be stacked by thecontractor and will be property of the Railways. (iii)Cut trees shall be property of Railways and to be deposited in therailway godown unless specified otherwise in the Conditions ofContract

In all conditions and classifications of soil except rock

Extra for leading of Cut spoil every one km beyond original lead of 2km over item nos. 012011 to 012014

Boring, providing and installation of bored cast in-situ Reinforced Cement Concrete piles of specified diameter and length below pile cap of specified grade with Design Mix Cement Concrete, using 20mm graded crushed stone aggregate and coarse sand of approved quality, to carry a safe working load not less than specified, concreting by machine batching, machine mixing, scaffolding, using Admixture in approved proportion (as per IS:9103), placing with tremie pipe, chipping off of pile top to remove laitance concrete above cut off level etc., pumping and bailing out water, by percussion drilling using Direct Mud Circulation (DMC) or Bailor and Chisel technique by tripod and mechanical Winch machine, complete in all respect as per approved drawing, specification and direction of the Engineer in charge. Note: 1. Payment for only cement, reinforcement and permanent casing pipe (if any ) shall be made extra. 2. Length of the pile for payment shall be measured up to the bottom of RCC pile cap. 3. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.

1200 mm dia RCC pipes.

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.

Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.

Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.

Total of Sch-A

Sch.B (Supply of Points & Crossings, P-Way Materials etc.s)

1 in 8.5 Points & X-ing with 60kg (IRS-T-12) 90 UTS 1st quality rails on PSC sleeper layout as per RDSO Drg. No. T-4218, 4219 & 4220 with CMS crossings, all fittings and fastening, 2 pair of 1m long fish plates, bolts & nuts, Lead rails, standard fish plates (610mm long) and fish bolts & nuts complete but exclusive of PSC sleepers. (LH- 02& RH- 02)

10 MM thick Composite Grooved Rubber Sole Plate (CGRSP) to RDSO Drg. No. T-8747 for wider sleepers

Supply of GFN liner as per RDSO drg. T-6938 & 6939 for 60 kg Rails and wider sleepers (upto date Alt) conforming to IRS Specification.

Supply of End-Cut GFN liner for as per RDSO drg. T-3706 for 60 kg Rails (upto date Alt) conforming to IRS Specification.

Supply of Elastic Rail clips with flat toe (MK.V) conforming to RDSO Drg. No.T-5919 conforming to IRS specification T-31/2018with latest alteration/amendments if any.for 60 kg Rails and wider sleepers.

Supply of P.Way Components: ERC "J" to RDSO Drg. No.T-4158

Supply of Fish plates one meter long as per standard drawing of RDSO : 60 KG rail (As per RDSO Drg.No.T-5916/T-5851 )

Supply of fish bolts with nuts for 60 KG, 52 KG rails as per RDSO Drawing No.T-1899, T-11501.

Supply of 60 kg Joggled Fishplate as per RDSO Drg no T-5849(ALT-1) for use on defective welded joints for BG track with 60 kg rails including bolt with nuts of required size and number, single coil, spring washers and special washers etc, conferming with specification as per the drowing with latest altration /ammendments ( one set of joggled fish plate comprises of (i) joggled fish plate Drg. No. t-5849 alt 1 = 2Nos. (ii) bolt and nuts to Drg. No. T-11513 = 4Nos. (iii) single coil spring washers to Drg No. T - 10773 = 4 Nos. (iv) special washers = 8 nos, as in RDSO Drg.No, T-5849 alt.1 specification is 2062:1992

Supply of Double coil spring washer to Drg. no. RDSO/T-1214

Supply of 60 Kg. point clamp as per RDSO Drg. No. T-858, Alt-1

Supply of Hand Lever as per RDSO Drg. No. MA-3040

Total of Sch-B

Sch.C (Supply and Spreading of Ballast)

When distance of nearest quarry is more than 30 km and up to 40 km

Handling liffting and leading of ballast from stacks with any lead,which have been duly measured and spreading ballast on formation, track & turnouts to ensure uniform and compact ballast cushin under the sleepers desired ballat profile. Spreading of ballast should be as per specified line and level maintaining approved profile as provided in the technical specification. spreading of ballast on formation will be done only after supply is completed for a perticular stretch as decided by engineer in charge and ballast stack have been released for spreading.

Total of Sch-C

Schedule-D (Execution of P-Way Works)

Dismantling of existing LWR/SWR track of any structure, removingrails, sleepers, fish plates, cutting of rails, segregation and stackingof released Rails, Sleepers and fitting at nominated location incountable manner within a free lead of 500m, levelling of ballast tocorrect profile for laying new track over it, all as per direction ofEngineer-in-Charge.

Under conditions not requiring Traffic Block: Dismantling of existing BG turnouts, diamond crossings and derailingswitches with all types of rails and sleeper layout, removing rails,switches, crossings, sleepers & fastenings, leveling of ballast tocorrect profile & stacking all the released materials, sleepers,fastenings, rails, switches & crossings including segregating &stacking at specified locations in a neat and countable manner, withinthe lead of 250m & all lift, clear of infringements, crossing of track, ifany complete, as directed - Note:1. This item shall be operated only when existing turnout is replacedeither with new turnout in case of TTR or with plain track whenexisting turnout is no more required at that location.2. Rail cutting will be paid extra under relevant item.3. Laying of new turnout or plain track on prepared ballast bed, asrequired, shall be paid separately under relevant item.

1 in 8½ Turnout (Under conditions not requiring Traffic Block).

Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, on ballast bed spread and compacted with suitable roller, over prepared formation including leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings,spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item.

For sleeper density of 1660 sleepers per km

First or Second Through Packing of track of all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

For PSC Sleeper Track with Sleeper Density of 1660. (First Through Packing )

For PSC Sleeper Track with Sleeper Density of 1660. (Second Through Packing )

Third or subsequent Through Packing of track for all sleeper density including picking of slacks, as required after second through packing, subsequent to Deep Screening work as per procedure prescribed in latest edition of IRPWM. This item can also be used after lifting/regrading/realignment works also. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

For PSC Sleeper Track with Sleeper Density of 1660 (Third Through Packing )

For PSC Sleeper Track with Sleeper Density of 1660 (Subsequent Through Packing)

Assembling complete BG Turnout on staging, clear of infringements, to correct gauge and alignment as per standard drawings with all types of rail sections over PSC sleepers at specified locations, duly leading rails, special sleepers, switches, crossings with a maximum lead of 500m, all lift & crossing of track as required and testing points with S&T staff for throw of switch etc. at station yard after levelling surface complete including lubrication of all fastenings, complete in all respect. Note: 1.Rail cutting and Drilling shall be paid separately 2. Required P.Way fittings/fastenings shall be supplied at the SSE/P.Way stores.

1 in 8.5 turn out

4-Round 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 Screeningasperprocedureprescribed in latest editionof IRPWM complete as per direction of Engineer-in-charge. Note:This work shall beoperated inexceptional caseswithwritten approval at DEN level whenUNIMAT is not available and immediate packing is required to pass train over it.

1 in 8½ PSC layout (8 Sets x 4 round)

Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No.TM/SM/3, dated 24.04.1991.

Outside Track (60 Kg/52 Kg)

Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020)

60 Kg - 110/90 UTS - Outside Track (LS)

Manufacture and supply of Precast gradient Posts of size 1.65 x 0.60x 0.075 m in RCC 1:2:4 mix, engraving letters and leading to work spot, fixing in position with CC 1:3:6 concrete duly making pits of size as required, painting the post, writing the letters on both sides of posts in 2 coats with enamel paint of approved quality to the Railways drawings/IRPWM with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge. Note: Excavation, Concrete and steel work will be paid under relevant items

Supply and fixing in position pre-cast cement concrete Fouling Mark as per approved drawing at station yard,duly painting the top surface and slopes with white enamel paint in two coats and in scribed letters with black of FoulingMark, complete in all respects with all labour,

Manufacturing and Supply of Alumino thermic welding portions of 52Kg/60 Kg/60EI-R260 as approved by RDSO for welding of rails 52Kg/60Kg/60EI-R260 kg for 25mm gap by the process of AT welding along with complete accessories confirming to the specification laid down in Indian Railway Standard specification No.IRST-19-2020 up to date correction slips with Single shot crucible fitted with Automatic Tapping Thimble, 3 pieces pre fabricated mould (Zircon washed) manually pressed using compressed air petrol/LPG pre heating for execution of welding of rail joint as directed by the engineer in charge at site. Note: 1. The accessories along with welding portion shall be supplied as per Annexure-I of the IRUSSOR - 2021. 2. Rate is inclusive of transportation of above to IPRCL/SECL stores.

For 60Kg 90 UTS Rails

Manufacturing and fixing buffer stop with Railway supplied rails, cutting, including bending of rails as per plan ,with all contractor’s labour,materials, tools, plants etc. andall leadand lift including crossingof track where necessary and as directed by Engineer in charge at site. Note:Excavation, fixing rails in cement concrete, drilling of holes will be paid separately.

Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous material except Rails,sleepers,switches,crossings, SEJs and Glued Joints by road vehicles for different leads.Note:Lead shall be the shortest motorable road length between the points of loading and unloading.:Lead up to 5 KM.

Transportation of Rails, sleepers, switches, crossings, SEJs andGlued Joints by road vehicles for different leads.Note:1. Lead shall be the shortest motorable road length between thepoints of loading and unloading.2. Loading and unloading shall be paid extra under relevant items.

Lead up to 5 Km

Manual deep screening of Plain track/ turnouts under traffic as perprocedure prescribed in IRPWM, June 2020 or latest, in other thanPSC sleepers of any density and throwing away screened muckarising out of screening on toe of bank or on cess, if low or on spoilbanks above top of cutting (including throwing and leveling, if requiredbeyond minimum 5m from the edge of cutting which are up to 3mdeep or alternatively carting it up to 50m for disposing it off beyondcutting or platforms) as per direction of Engineer in-charge, includingcutting cess for effective drainage on both sides, one round of kutchapacking with screened ballast and further attending to track parameterto make track fit for 20 kmph speed complete in all respect.Note : Payment shall be made for length along main line only forturnouts.

Depth of 300 mm below bottom of sleeper of Plain Track

Total of Sch-D

Schedule: - "E" (Execution of Drain Works)

Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines.

All kinds of soils

Supplying and flling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.

Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item.2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.

Centering and shuttering including strutting, propping etc. and removal of form for :

All types of bridge sub-structures, e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level

Ordinary Portland Cement 43 grade approved brands/makes

Providing and fixing Weep Holes in Abutments, Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in-Charge.

Total of Sch-E

Schedule F(Supply of Steel Reinforcement)

Steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete26-06-2026 Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes.

Total of Sch-F

Schedule-G (Execution of New Ground Level loading Platform Works)

Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines.

All kinds of soils

Supplying and flling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.

Providing and laying Pitching with Stone Boulders, weighing not lessthan 35kg each with voids filled with spalls on slopes, laid overprepared filter media including boulder apron laid dry in front of toe ofembankment complete as per drawing and Technical Specifications(filter media to be paid separately under the relevant item).

Earthwork in filling in embankment, guide bunds, around buried typeabutments, bridge gaps, trolley refuges, platforms etc. withcontractor's own earth conforming to Soil Quality ClassSQ1/SQ2/SQ3, after preparation of foundations as applicable,benching in existing banks wherever required, spreading in layerswith motor grader, bringing the moisture content to OMC, mechanicalcompaction to specified density and dressing of bank to final profileas per RDSO Specifications: RDSO/2020/GE: IRS-0004 with latestcorrection slips.Note:1) Foundation preparation, Benching including additional earthworkon account of this, wherever required, shall be paid extra underrelevant schedule item for benching.2) Payment for Earthwork under this item shall be made based on thecross section measurements calculated (i) with original ground profileof existing bank based on initial ground levels before doing benchingand (ii) final profile of the bank worked out with final levels as perprevailing guidelines.

Using Soil Class SQ2

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. :With material conforming to Grade-I (Size range 75 mm to 0.075 mm0 havingCBR value-30.

Providing and laying in position machine batched, machine mixed (M20/M25/M30) and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge.

All types of bridge sub-structures, e.g. pier, abutment, wing wall,retaining wall, RCC box type foundations, Abutment cap, Pier Cap,Inspection Platform & Pedestal over Pier cap, Fender wall,Diaphragm wall etc. up to 5m above ground level

Supply and using Cement (OPC 43/53 Grade) at work

Providing and fixing Weep Holes in Abutments, Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in-Charge.

Total of Sch-G

Schedule-H (Improvement of Existing High Level Platform and Protection Works)

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.

Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines.

All kinds of soils

Providing and laying in position machine batched, machine mixed (M20/M25/M30) and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item.2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.

Centering and shuttering including strutting, propping etc. and removal of form for : All types of bridge sub-structures, e.g. pier, abutment, wing wall,retaining wall, RCC box type foundations, Abutment cap, Pier Cap,Inspection Platform & Pedestal over Pier cap, Fender wall,Diaphragm wall etc. up to 5m above ground level.

Ordinary Portland Cement 43 grade approved brands/makes

Cutting rails(New/SH) rail section inside/outside track 52kg/60kg/90R (new/SH) rail section by abrasive rail cutter

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. Lead beyond 5 Km and up to 10 km

Loading of tongue rail, stock rail, switch assembly and crossings of any section and length, SEJ, Glued joint etc. with / without P.Way fittings and fastenings, in Wagon / Truck / trailer including lead up to 250 metre and lift up to 5 metre. In Wagon where mechanical handling is possible and traffic block inot required or in Truck/trailer.

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 Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer

Loading of 52kg / 60kg PSC line and special sleepers upto 2.75 metre length including existing fittings and fastenings in Depot / Station / Mid-section between stations in a neat manner to departmental material train (DMT) or contractor's / Railway's Truck/trailer with crane or any other means including crossing of one track with free lead up to 250 metre and lift up to 5 metre, if required with contractor's labour, tools & plants, machinery, consumables etc. In Wagon/Truck / trailer where mechanical handling is possible and traffic block is not required.

Loading of 52kg / 60kg PSC line and special sleepers beyond 2.75 metre length including existing fittings and fastenings in Depot / Station / Mid-section between stations in a neat manner to departmental material train (DMT) or contractor's / Railway's Truck/trailer with crane or any other means including crossing of one track with free lead up to 250 metre and lift up to 5 metre, if required with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. In Wagon/Truck / trailer where mechanical handling is possible and traffic block is not required.

Unloading of 52kg / 60kg PSC line and special sleepers up to 2.75 metre length in Depot / Station / Mid-section between stations in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up to 250 metre & lift up to 5 metre with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. :. From Truck / Trailer

Unloading of rails of any section and length up to 13 metre, in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/trailer including lead up to 50 metre, lift up to 5 metre and stacking in prescribed manner. From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer.

Unloading of 52kg / 60kg PSC special sleepers beyond 2.75 metre length in Depot / Station / Mid-section between stations in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up to 50 metre & lift up to 5 metre with contractor's labour, tools & plants, machinery, consumables etc From Truck / Trailer

Unloading of Switches / Crossings / SEJ Rails / Glued Joints of any rail section and length with or without P.Way fittings & fastenings in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with lead up to 250 metre & lift up to 5 metres: From Truck / Traile

Total of Sch-H

Sch.C (Supply and Spreading of Ballast)

Traversing, Bench Mark fixing on permanent structure and Conducting details survey for all the existing /proposed lines, crossings of complete section including measurement of horizontal distance of structures from the existing tracks etc, relative levels of all tracks with DGPS, Total Station and Auto Level. Including mobilisation and demobilisation of manpower, tools & plants etc.

Preparation and submission of ESP for proposed/existing stations on Auto CAD as per requirement of Engineer in charge showings existing position of tracks and related structures. Including extra for Modifications/Revision in ESP requiring approval from Competent authority/Railway and submission of tracing / soft copy and 8 copies paper print to be submitted after final approval by competent authorities.

Assisting IPRCL for getting approval from SECL/SECR

Total of Sch-C