Yard remodeling work of Dangoaposi, Padapahar, Jamkundia & Deojhar and construction of formation, extension of minor bridges, Foot Over Bridge, platform, EI Building, approach road, side drain etc. including track linking, supply & spreading of ballast, other miscellaneous works in connection with proposed 3rd & 4th line between Dangoaposi- Jaroli station under the jurisdiction of Dy CE/Con/Tatanagar of S. E. Railway Construction Organisation.

A-Execution of all works as detailed in schedule

B-Execution of all works as detailed in schedule

C-Execution of all works as detailed in schedule

D-Execution of all works as detailed in schedule

E-Execution of all works as detailed in schedule

F-Execution of all works as detailed in schedule

G-Execution of all works as detailed in schedule

H-Execution of all works as detailed in schedule

I-Execution of all works as detailed in schedule

J-Execution of all works as detailed in schedule

K-Execution of all works as detailed in schedule

L-Execution of all works as detailed in schedule

M-Execution of all works as detailed in schedule

N-Execution of all works as detailed in schedule

O-Execution of all works as detailed in schedule

P-Execution of all works as detailed in schedule

Q-Execution of all works as detailed in schedule

R-Execution of all works as detailed in schedule

Item Breakup - A-Execution of all works as detailed in schedule

Item Breakup - B-Execution of all works as detailed in schedule

Item Breakup - C-Execution of all works as detailed in schedule

Item Breakup - D-Execution of all works as detailed in schedule

Item Breakup - E-Execution of all works as detailed in schedule

Item Breakup - F-Execution of all works as detailed in schedule

Preparation of foundation for Embankment by clearing, grubbing, stripping top 100 Sqm 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.

Benching of existing embankment manually in steps of 30 cm height for Kilometre doubling/tripling works in running line to provide proper amalgamation between the old and new embankments as per RDSO latest Specifications and guidelines RDSO/2020//GE: IRS-0004 to the entire satisfaction of Engineer in-charge. The item includes uprooting and disposing of all the vegetation, all lift, descends, ascends and additional earthwork required for filling due to removal of earth in benching in existing bank. Note: (1) The benching Work shall be done for a maximum height of 0.90 m at any time based on the progress of earthwork starting from toe of the embankment. (2) Benching work shall be certified and recorded before starting the earth work. (3) Unit for payment shall be km per metre height of the Bank. Height here means representative average height of the bank in the specified km taken from cross sectional measurements for earthwork. (4) Since the rate includes earthwork in steps, payment under this item shall be made after completion of earthwork to that level. (5) Cut soil from bank shall not be used in embankment construction and disposed off away from bank as per the direction of Engineer-in-charge. 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

Using Soil Class SQ3 SER-CONST-HQ-ENGG/SOUTH EASTERN RLY Earthwork in cutting in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, materials, plant & machinery, leading all cut spoils either to make spoil dumps or for filling in embankment with leads within 2 km on either side of edge of the cutting(s) including all lifts, ascent, descent, loading, unloading, bailing & pumping out water, if required, clearance of site and all other works incidental thereto for completing the work as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest updated correction slips and to the satisfaction of the Engineer-in-Charge. Note: (i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped / stacked away from toe of embankment. (ii) All hard rock /and boulders not fit for filling will be stacked by the contractor and will be property of the Railways. (iii)Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Conditions of Contract.

In all conditions and classifications of soil except rock

Soft rock not requiring blasting

In hard rock with hammer / chisel / pavement breaker etc. where blasting is not cum permitted due to special circumstances and if specifically ordered in writing including drilling and all incidental works thereto.

Mechanical manufacturing of blanketing material by using only hard and cum durable stone crushed in mechanical crusher to different gradations, wet mixing of the same in designed proportion in Pug mill or wet mix plant to have uniform gradation including all incidental transportation, laying over finished formation in uniform layer(s) with motor grader, compaction with suitable vibratory roller to specified density and finishing to correct profile, complete as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest correction slips. Note: This item shall be used only when entire constituent of blanketing material is mechanically manufactured by crushing of hard and durable stone into desired gradation of designed proportion. Turfing / planting, including all lead & lift and watering as required until properly rooted with. Note: Initially payment of only 40% will be made. Balance 60% will be paid after 3 months of maintenance period, only if the turfing is properly rooted on entire turfed area.

Turfing with sods, 10cm thick and 20cm square closely laid.

Driving rails 90R/52 Kg section below average ground level within the slope/toe Metre of embankment including making of nose with contractor's own arrangement complete in all respect Note: Payment will be made as per actual driven length of rail which will be supplied free by Railways at the site of work. 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

Soft rock (not requiring blasting)

Hard rock (blasting prohibited ) Providing and laying in position Plain cement concrete of specified Nominal Mix for miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level :

1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm cum nominal size)

Providing and laying in position machine batched, machine mixed and machine cum 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. 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 for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, 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.

Wing wall and Return wall

Providing and fixing Weep Holes in Abutments, Wing walls and Return walls etc., Metre 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. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Providing and casting machine batched, machine mixed and machine vibrated cum Cement Concrete of specified grade as per approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, (Cast in-Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by 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 at the stage of Mix Design and in that case deduction shall be made as per relevant item.

Providing and laying in position machine batched, machine mixed and machine cum vibrated Design Mix Cement Concrete, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, of specified grade (cast in-situ) using 20mm graded crushed stone aggregate and coarse sand of approved quality in Drop and curtain wall and alike structures below bed level, complete in all respect as per drawings and technical specifications to the satisfaction of Engineer-in-Charge. Note: Payment for cement, reinforcement and shuttering shall be made extra.

Providing and applying two coats of coal tar or bitumen confirming to IS:3117- Sqm latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. 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, Sqm 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 of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars of grade Fe-500D or more of approved Kg brands/makes.

Providing and laying boulders apron on river bed for protection against scour cum with stone boulders weighing not less than 35 kg each with voids filled with spalls complete as per drawing and Technical Specification.

Supplying of stone boulders weighing not less than 35 kg each at specified cum bridge locations.

Providing and laying Pitching with Stone Boulders, weighing not less than 35kg cum each with voids filled with cement sand mortar 1:4 on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item). Rate is excluding cost of cement which shall be paid extra under relevant item.

Supply and laying of coarse sand including consolidation with all labour, lead, cum lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media.

Providing and laying of filter media consisting of granular materials of GW, GP, cum SW groups as per IS:1498 (latest) in required profile behind boulder filling of abutments, wing walls / return walls etc. above bed level with all labour and material complete job as per drawing and technical specification of RDSO Guidelines.

Providing cast in situ bridge number plaques as per Railway drawing in cement Each concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm notch in Bridge parapet coping duly engraving the letter and figures and an arrow indicating the direction of flow and finishing the top exposed surface with cement mortar 1:3, painting letters and figures with two coats of black enamel paint on two coats of white background with all labour, tools, cement, paint etc. with all leads and lifts.

Supplying, spreading and filling coarse sand (no cohesive materials to be used) cum of approved quality including watering and ramming in foundation, behind the abutment, wing wall, retaining wall in layers not exceeding 150mm thick including its compaction as per direction of Engineer-in-charge. The rate includes all lead, lift, ascent, descent, crossing of Railway line etc. complete with contractor's labour, materials, tools and plant.

Providing Boulder Backing behind wing wall, return wall, retaining wall with cum hand packed boulders & cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect. Payment for boulder/cobbles will be done extra. Total 222108083.00

Item Breakup - G-Execution of all works as detailed in schedule

Ordinary Portland Cement 53 grade of approved brands/makes Total 14521971.60

Item Breakup - H-Execution of all works as detailed in schedule

Making bores of suitable size rotary drilling using either direct mud circulating Metre method or reverse circulating method with contractor's Rig, Equipments and casing pipes if required. (A)Through all types of soil except rock, stone or boulders for depth. i)From G.L. to 30m SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Making bores of suitable size rotary drilling using either direct mud circulating Metre method or reverse circulating method with contractor's Rig, Equipments and casing pipes if required. (A)Through all types of soil except rock, stone or boulders for depth. ii)From 30m. to 60m.

Making bores of suitable size rotary drilling using either direct mud circulating Metre method or reverse circulating method with contractor's Rig, Equipments and casing pipes if required. (A)Through all types of soil except rock, stone or boulders for depth. iii)From 60m. to 90m.

Making bores of suitable size rotary drilling using either direct mud circulating Metre method or reverse circulating method with contractor's Rig, Equipments and casing pipes if required. (A)Through all types of soil except rock, stone or boulders for depth. iv)From 90m. to 120m.

Making bores of suitable size rotary drilling using either direct mud circulating Metre method or reverse circulating method with contractor's Rig, Equipments and casing pipes if required. (B) For drilling through rock, stone or boulders etc. below ground level.

Supplying, fitting and fixing 300mm dia ERW MS pipes conforming to IS3589 Metre and IS marked (medium class) of 8mm wall thickness screwed and socketed or plain end pipes including welding joints, painting with suitable paints (Contractor's paints). The rates including jointing and lowering in position and all cost of materials, labour, taxes etc.complete.

Supplying, fitting and fixing 200mm dia ERW MS pipes conforming to IS3589 Metre and IS marked(medium class) of 8mm wall thickness MS screwed and socketed pipes or plain end pipes including welding of joints at a depth laying from 40mbelow GL to 180m and beyond including painting by suitable paints(Contractor's paints). The rates including jointing and lowering in positionand all cost of materials, labour, taxes etc.complete.

Supplying, fitting and fixing fibre glass epoxy resin (FRP) pipes strainers of Metre approved quality 200mm dia nominal bore or 221.10mm OD Johnson Vee wire SS screen manufactured by Johnson filtration system India Ltd. having slot opening0.25mm to 1mm with 8 Nos. nutal coupler for200mm dia NB SS screen and standard length with suitable FRP reducing sockets strainers and MS pipes of approved quality as per IS specification and lowering in plumb to any depth below ground level as per the direction of Engineer in charge at site.

Supplying including fitting and fixing by welding or any other method in position Each of 8 mm wall thickness 300mm x200mm dia MS reducing socket.

Supplying including fitting and fixing and jointing in position 300mm dia MS Each screwed Cap of suitable size.

Supplying including fitting and fixing and jointing MS housing clamp of suitable Each size.

Supplying and maintaining centering guides (each set comprises of three Set guides).

Supplying, fitting and fixing welded MS pipes 200mm dia and 1.80m long long Each bail plug at the bottom containing inside and lowering in plumb in depth below level.

Development of well with contractor's compressor asper direction of the Each Engineer-in-charge. Note: Here unit Each means Each DT well.

Packing the annular space around the tube well pipes with 3mm to 6mm size cum clean gravel all with contractor's materials.

Making trial boring 50mm dia (Each trial bore not more than 300m depth).

Pumping test by continuously or a total of48 hrs. with contractor's pump, labour Each and equipments and testing the yield.

Doing electric resistivity test some approved institute like IIT with proper report Each for each location. One location shall include a testing of minimum 3 (three) nos. of points.

Supplying, fitting, fixing and commissioning of a submersible pump set Set complete for 5000 GPH capacity with motor name Calama or KSB with suitable starter (make L&T or MEI or Crompton) for300mm x 200mm dia tube well, 80m head conforming to there quirements as per CEE's specification No.CEE/S/185/Submersible pump/9/98. Total 6487704.00

Item Breakup - I-Execution of all works as detailed in schedule

Extra for 150mm dia. bore in hard Rock/large Boulder at all levels

Taking out 100mm dia. & 450mm long undisturbed samples of soil from bore Each holes, including provision of air tight containers for packing and, labeling incl. transporting the samples to laboratory. Piston sampler shall be used for extracting undisturbed samples where necessary. Samples shall be collected as per IS:2720.

Taking out 100mm dia. & 450mm long disturbed samples of soil from bore Each holes, including provision of air tight containers for packing, labeling and transporting the samples to laboratory. Samples shall be collected as per IS:2720.

Conducting standard penetration test as per IS:2131 at approximate1.5m Each intervals in bore holes, as directed by the Engineer in charge Conducting laboratory Tests on collected soil samples as per relevant IS code

Moisture Content/Dry Density

Atterberg Limits

Specific Gravity SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Grain size analysis including Hydrometer analysis

Direct Shear Test

Natural Density

Consolidation Test

Unconfined Compression Test

Tri-axial Test Conducting Laboratory tests on collected ROCK SAMPLES as per relevant IS code

Water Absorption & Porosity

Unconfined Compression Test

Point Load Test

Modulus of Elasticity

Abrasion Testing

Conducting chemical analysis of ground water samples to determine suitability Each for concreting a n d aggressiveness in relation to attack on concrete / reinforcement including determination of pH value.

Conducting chemical analysis of soil samples to determine aggressiveness in Each relation to attack on concrete / reinforcement including determination of pH value Total 1194922.72

Item Breakup - J-Execution of all works as detailed in schedule

Excavation, loading, leading, unloading of excavated earth/muck/dismantled cum rubbish of CC/masonary in foundation from platform or yard in between running/adjacent to track and by manual or any other suitable means or descent/ascent, crossing of tracks, signal wires. OHE wires, passenger crowds or any other obstructions etc. up to a lead of 1km. Total 2131690.00

Item Breakup - K-Execution of all works as detailed in schedule

Location survey of cable route, preparation of tentative showing GPS Lat. & long Kilometre and final cable route plan (for OFC/Quad cable only) as per approved format in the section including supply of final route plan after the cables are laid and commissioned indicating clearly the exact position of the cable, joints and other critical items with reference to OHE mast & other fixed structures, etc. in 06 nos. hard bound copies on white bond paper of maximum A-3 size well documented and bound with plastic covers with editable soft copy in Auto CAD (latest version) . Note: Part payment shall be released after completion of (i) Survey 60%, (ii) Tentative drawing-10% & (iii) Final cable route plan-30%.

Excavation of trench in all kinds of soils including soft rocky area and clearing of Kilometre roots of trees, rocks, bushes, ballast & reconditioning etc., including bailing out water and disposal of extra soil including back filling with excavated earth and ramming of trenches after cable laying for the following depths and widths as specified in Technical Circular No. 2 of 1988 & 01/2010 issued by CSTE/SER or any other latest guidelines. Note: In case, trenches are other than prescribed depth & width, Proportionate payment shall be released. Total 590514.00

Item Breakup - L-Execution of all works as detailed in schedule

Supply, Transportation, Installation, and supervision of Geo Synthetic Sqm Cementitious composite mat (Flexible Concrete impregnated fabric hardens when hydrated to form a thin durable concrete matt) thickness minimum 9mm. The Geo Synthetic Cementitious composite mat should have tensile strength of 20 kN/m for both Longitudinal &Transversal as per EN-10319, Static Puncture Resistance - 3500 (CBR)(N) as per EN 12236,Elongation at Break - 40% for both Longitudinal & Transversal as per EN10319, Compressive strength - 40 MPa as per ASTM C 109 -2, FireResistance-B-s1,d0. The Geo Synthetic Cementitious Composite matt shall be a CE certified product and shall be laid in catch water drains, Line drains, side drains etc. for construction of longitudinal drain between tracks and road length, slope protection/stability &covering RUBs during Launching as per approved drawings. The work involves laying of Geo Synthetic Cementitious composite matt as per specification and methodology mentioned in the respective product literature in proper way with all required fixtures and fastenings/Anchors as a complete job as per instruction and satisfaction of Engineer-in-charge with contractors own material, labour, with all lead, lift, Tool & Plants etc. The design and methodology to be approved by Railway prior to commencement of work. The quoted rate also includes cost of all materials, transportation and supply at site, installation, fixing, pegging, curing, pre-installation, surface preparation work like Jungle cleaning, removal of fencing as per site requirement, ballast removal, staking and spreading if required, surface dressing, soil profiling, earth excavation for drain and other miscellaneous petty work involved, backfilling and surface finishing etc. complete in all respect nothing shall be paid separately. Overlapping of 100 mm will be provided between two conjugative Geosynthetic Cementitious composite matt. The overlap quantity shall be taken for measurement. Total 14047950.00

Item Breakup - M-Execution of all works as detailed in schedule

Providing and installing factory made, heavy duty, RCC interlocked Precast cum Concrete U shape drain with internal dimension 300 mm X 750 mm and 100 mm thickness of wall , with provisions of vertical slit/open slit of size 450 mm height and 40 mm width at 250 mm c/c spacing , which is 150mm above the top of drain floor. The drain shall be of M 30 grade concrete (cement content 320 kg) including reinforcement Fe500 Grade or HD Wire of IS432 Part II, OPC 53 Grade Cement and to withstand heavy duty, providing shear keys, connecting loops, dowel tubes and proper lifting accessories for drain, manufactured in controlled factory environment with approved methodology including drain mould, mixing, transporting and placing of concrete, vibrating, steam curing, smooth finishing, making necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS 11447:1985 and as per approved drawings and design mix as per the direction of Engineer-in- Charge . Install to correct alignment, which is required as per site condition. This cost includes loading, transportation, loading, stacking and installation Note: Excess over the specified cement content used as per design mix is payable). Total 15400000.00

Item Breakup - N-Execution of all works as detailed in schedule

More than 40 m long rail panel Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge :

Rail section of 52Kg and above Assembling and Laying of Improved Switch Expansion Joint (SEJ) on PSC sleepers of any rail section as per RDSO drawing including leading of SEJ rails, sleepers, fittings for a free lead of 250 metres, cutting of rails, drilling of holes as required and lubrication of SEJ, gauging, aligning rails, providing temporary connection with adequate welding gap with adjoining rails, providing reference posts at SEJ, first through packing of SEJ portion to make track geometry fit for 30 kmph speed and making ballast profile as per IRPWM. Note: (1) Rail cutting and hole drilling shall be paid separately.(2) One set comprise complete SEJ on both rails at SEJ.

Under Conditions not requiring Traffic Block

Under Traffic Block Conditions

Dismantling & removing existing SEJ (Switch Expansion Joint) assembly during Set line block and its replacement with plain track as of adjoining section with all fittings including rail cutting and drilling of holes and renewal of special sleepers with PSC Sleepers as directed and aligning rails, providing fishplates and bolts/ temporary connection with adequate welding gap with adjoining rail and ensuring proper track geometry for 30 kmph speed. The release material shall be stacked as directed by Engineer in charge. Under Traffic Block: Dismantling of existing BG turnouts, diamond crossings and derailing switches with all types of rails and sleeper layout, removing rails, switches, crossings, sleepers & fastenings, leveling of ballast to correct profile & stacking all the released materials, sleepers, fastenings, rails, switches & crossings including segregating & stacking at specified locations in a neat and countable manner, within the lead of 250m & all lift, clear of infringements, crossing of track, if any complete, as directed. Note: 1. This item shall be operated only when existing turnout is replaced either with new turnout in case of TTR or with plain track when existing 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, as required, shall be paid separately under relevant item.

1 in 8½ Turnout (Under Traffic Block)

1 in 12 Turnout (Under Traffic Block) Under conditions not requiring Traffic Block: Dismantling of existing BG turnouts, diamond crossings and derailing switches with all types of rails and sleeper layout, removing rails, switches, crossings, sleepers & fastenings, leveling of ballast to correct profile & stacking all the released materials, sleepers, fastenings, rails, switches & crossings including segregating & stacking at specified locations in a neat and countable manner, within the lead of 250m & all lift, clear of infringements, crossing of track, if any complete, as directed - Note: 1. This item shall be operated only when existing turnout is replaced either with new turnout in case of TTR or with plain track when existing 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, as required, shall be paid separately under relevant item.

Derailing Switch (Under conditions not requiring Traffic Block).

Dismantling the existing BG Buffer-stop laid with rails & wooden/ST sleepers Set including leading the dismantled Buffer stop materials to nominated places within station yard limits and stacking as material-wise and classification-wise duly releasing all fittings carefully without causing any damage with all contractor's labour, tools, with all lead and lifts, crossing of tracks if any, etc., complete as directed by the Engineer-in-charge. Assembling on temporary staging and insertion of all types of turnouts including diamond crossings and derailing switches on prepared ballast bed during traffic block, manually or by contractor's cranes, at specified location with 52Kg / 60Kg rail section on PSC sleepers with Railways rails/sleepers available anywhere within 500m as per standard drawing, duly leading sleepers, rails, switches, crossings, fastenings etc. including rail cutting, drilling, fixing of all components, fittings etc. with housing of tongue rails as per requirement of signaling including crossing of track, filling and spreading of ballast in crib and shoulder as required, linking of turnout with existing track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication of fittings/fastenings, complete in all respect and as directed by Engineer in-charge. Note: Required P.Way fittings shall be supplied at the SSE/P.Way stores.

1 in 12 Turnouts SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Derailing Switch Laying and linking of turnouts of all types including diamond crossings & Derailing switches with 52Kg / 60Kg rail section on PSC sleepers on prepared ballast bed for New lines or during total closure of section at indicated location as per standard drawing, duly leading sleepers, rails, switches, crossings, fastenings including rail cutting, drilling, fixing of all components, fittings with housing of tongue rails as per requirement of signaling, preparing ballast bed, filling and spreading of ballast as required, linking of turnout with track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication of fittings/fastenings, complete as directed by Engineer in-charge.

1 in 8½ Turnouts

1 in 12 Turnouts

Derailing Switch

Boxing and profiling of ballast as per procedure prescribed in latest edition of TRM IRPWM including cess dressing on both sides of track. The work will include removing excess ballast from track and putting the same in crib and shoulder by leading to a maximum of 50m including crossing of track, deweeding on ballast section etc and as directed by Engineer-In charge. Unloading of ballast from Railway's Hopper Wagons, quantity distribution as per pre-defined site requirement, clearing infringements/jammed ballast, distributing the unloaded ballast uniformly over the track, profiling and boxing following all prescribed safety norms.

Under Traffic Block Conditions:

Under Conditions not requiring Traffic Block: 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, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position 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

For 60 Kg/60EI - R260 grade Rail 25mm gap Cess Welding 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 handling and rehandling of rails, marking of welded joint, painting weld collar with anticorrosive paint, 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.

For 60 Kg/60EI - R260 grade Rail

Dismantling of existing LWR/SWR track of any structure, removing rails, TRM sleepers, fish plates, cutting of rails, segregation and stacking of released Rails, Sleepers and fitting at nominated location in countable manner within a free lead of 500m, levelling of ballast to correct profile for laying new track over it, all as per direction of Engineer-in-Charge. Shifting & pairing of rails / panels unloaded alongside existing running track to adjoining formation of a new line including crossing of one track, duly lifting & pushing rail / panel without damaging it and taking all necessary precautions, so as not to infringe the running track, as directed by Engineer in-charge. Note: The rail barricading, if disturbed during working, should be restored to its original condition by the agency including re-fixing & concreting as required.

Rail length up to 13m - Under Traffic Block

Rail length up to 13m - Under Conditions not requiring Traffic Block

For rails/panels of more than 13m and up to 40m length - Under Traffic Block

For rails/panels of more than 13m and up to 40m length - Under Conditions not RM requiring Traffic Block

For rails/panels of more than 40m length - Under Traffic

For rails/panels of more than 40m length - Under Conditions not requiring Traffic RM Block

Extra over item No 122011 for crossing each additional line

Extra over item No 122013 for crossing each additional line

Extra over item No 122015 for crossing each additional line

Spreading of ballast, from existing stacks available along formation on top or at cum cess, in required uniform thickness, compaction of ballast layer laid on new formation at all the locations with smooth wheeled power roller of 8-10 tonne capacity to sufficient number of passes to form consolidated ballast bed of approximately 250mm thickness to a width of 4m symmetrical to centre line of proposed track in correct line & level with all ascents & descents, as directed by Engineer in-charge. Note: Item is inclusive of (a) providing ramp for taking roller to formation and removing the same & making good formation after completion of work; (b) redistribution & leveling of excess ballast while rolling to obtain uniform plane cambered surface. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, on ballast bed spread and compacted with suitable roller, over prepared formation including leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item.

For sleeper density of 1660 sleepers per km Shifting / Slewing the existing or newly assembled track of any rail section with any type of sleepers and any density under line block to correct locations & alignment and attending to one round kutcha packing to run safely at 20KMPH speed with all contractors tools and consumables complete and as directed by Engineer in-charge.

Maximum Shifting / Slewing up to 1 metre Working of the Railway Push Trolley by arranging one Head trollyman along with 3 trollymen as per Railway's rules and stipulations for conducting inspections by Railway officials and as directed by Engineer in-charge. Note: 1) Labourers supplied should be of skilled in case of head trollyman and semiskilled in case of trollymen and capable of pushing trolley in all gradients, and levels duly observing all safety precautions as per the manual. 2) The labour engaged should be physically fit for strenuous work, literate and meeting prescribed medical category.

For Full day (8 hrs )

For Half day (4 hours) Providing Caution Watchman at a location where caution order is imposed and ensuring to be on continuous vigil and exhibit necessary hand signals to the trains for their passage over caution spot. Note: 1) Prescribed protection equipment shall be supplied by Railways and the same shall be returned after work is over. 2) If Contractor fails to post watchman at any time during one day, penalty at double the accepted rates will be levied and 3) The watchman nominated by the contractor will be screened for suitability as per Railway norms.

For one shift ( 12 Hrs)

For Half Shift (4 hours) Preparation of completion drawings of yard in AutoCAD, showing all the details, such as circulating area, approach road, platform shelter, platform, FOB etc., showing relevant particulars to appropriate scale as per IR's Engineering Code on approved quality, transparent media as per details supplied by Railways, including submission of check print for proof checking, duly incorporating the suggested corrections and modifications and supplying the final plot on approved quality & transparent media with six copies of ammonia prints complete and soft copy, as directed by Engineer in-charge Note: (i) Drawings shall be prepared by using latest drawing making softwares AutoCAD, Work station etc. and printing shall be done on high end latest plotters. (ii) Stage Payment - (a) For check print - 40% (b) For Paper tracing - 40% (c) For Ammonia print & soft copy - 20%.

Completion drawing of yard at junction station 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 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 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 pass train over it.

1 in 8½ PSC layout

1 in 12 PSC layout

1 in 8½ Derailing Switch De-stressing of LWR/CWR track of any density under traffic line block with contractor's labours, tools, equipments and consumables inclusive of all lead & lift. Activities include cutting of LWR/CWR into convenient panels of specified length, removal of ERCs, liners, greasing of ERCs and liner contact area, lifting rails and keeping them on rollers provided at every 15 sleepers, working out elongation of rail ends depending on prevailing site conditions, pulling rails with the help of Hydraulic Tensor to achieve the desired elongation, cutting rails, as required, removing rollers and placing rail in position, re-fixing ERCs & liners and adjustment of gap at SEJs : Note: (1) Welding of rail joints will be paid separately. (2) Rail cutting and Hole drilling shall be paid separately. (3) Opening and closing of LC if required will be paid separately. (4) As per procedure prescribed in latest edition of IRPWM & CE's Circulars for destressing of LWR/CWR, if any.

With Contractor's Hydraulic Rail tensor

Without Rail tensor SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Providing temporary Buffer Rails of fish plated joints of 3 pairs, measuring 6.5m Set each, duly removing rails of the existing track including cutting & drilling of rails as required for isolating LWR/CWR on all types of track structure. Work will be done under traffic block condition. Note: 1.Each set comprises of 3 pairs of rails 6.5 m long only. 2.Only Rails fish plate and fish bolts will be supplied free by Railway within free lead of 250m. Maintenance of track on main line & loops, Points & crossings etc. including special attention to section for carrying out various maintenance works listed in Indian Railways P.Way Manual / Bridge Manual for safe running of goods and passenger trains with contractor's tools / labours etc. complete, as directed by Engineer in-charge. Note: Contractor shall arrange one gang at any point of time comprising of minimum specified labours with sufficient experience in P.Way working.

One mobile Gang comprising of 15 physically fit labours plus 1 Mate. Note: (1) In Gang Day case, contractor provides less no. of Labour/Mate or for non availability of vehicle, payment will be deducted for each such person or non-availability of vehicle @ 20% of the accepted item rate, separately for each shortfall. (2) The Contractor shall keep one pick up Truck of minimum 1.5T payload capacity with Driver all the time and all expenditures for running at an average of 80 kms per day shall be born by the Contractor.

Replacing existing glued joint rail with cut rails or with glued joint rail or Each insertion of glued joint by cutting existing track under traffic condition by cutting rails, refixing with all rail sleeper fastenings and providing required gaps for carrying out welding as an alternative to drilling holes or joining rails with fish plates duly drilling holes as 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. Fixing of Wooden Distance Block of size 1.0m x 0.3m x 0.15m between track and platform wall.

With Contractor's hard wood block.

Drilling holes of 16mm to 22mm dia. on all types of PSC sleepers and fixing the Each dowels with adhesive of RDSO approved quality for fixing check rails & guard rails, as directed by Engineer in-charge.

Cleaning of side drains along the track including disposing of muck beyond RM Railway boundary as per instructions of Engineer in-charge to keep drains clean and clear in cuttings etc.

Removing weeds & bushes in ballast section and cess up to 3.95m from centre TRM line of track in mid section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard. Anti-corrosive painting of rail outside track on rail bottom, web, foot and fishing plane with two coats of thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM.

For 60 Kg Rails

Anti-corrosive painting to weld collar for Thermit welded rail joints on track or Each on cess for new welded joints to protect against normal corrosion for any rail section with two coats of ready mixed bituminous black paint of reputed make confirming to latest IS:9862 on welded area up to 10cm on either side including on the underside of rail foot by brush including 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. Marking, inscribing, painting, writing, bordering etc. on new / old iron surface at various locations of Points & Crossings with details of turn-in / turn-out reference station mark on rail web for one set, duly preparing surface with contractor's wire brush and applying two coats of yellow synthetic enamel paint of approved quality as background and stenciling the details to suitable size, as described for every curve reference station mark / switch / crossing details with black enamel paint of approved quality complete, as directed : Note: Stenciling of letters is only permitted. No hand written letters are accepted.

1 in 12 Turnout

1 in 8½ Turnout

Derailing Switch Painting 2 coats to various P.Way Reference Post, Structures etc. with enamel paint of approved make with 2 coats of different colours & letters, as directed by Engineer in-charge.

LWR / SEJ Board Carrying out USFD testing of Alumino Thermic (AT) welds on all types of rails, using 0° (2 MHz) double crystal; 70° (2 MHz) 20mm x 20mm single crystal probe for head & flange testing; 2 nos. 45° (2 MHz) single crystal with tandom rig for testing from rail top to bottom & for half moon testing and 70° (2 MHz) 20mm x 20mm side looking probe by NBC (Need Based Concept) method under traffic conditions as per provisions of IR's "Manual & Specifications for Ultrasonic Testing of Rails and Welds" & related instructions duly marking the defects, submission of daily reports and storing back-up data as specified & directed. The rates are inclusive of contractor's men, materials & machines complete unless otherwise specified and directed.

Track having up to 3 rail panels - With Contractor's USFD machine :

Track having more than 3 Rail panels - With Contractor's USFD machine. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY Carrying out pre-tamping, during tamping and post-tamping work for tamping track with all types of rails, sleepers & sleeper density by various Track Tamping machines, like CSM,DUO/3X Machines which include : (1) Re- adjustment of ballast, heaping-up of ballast, filling-up of cavities in tamping zone by picking ballast from stacks / shoulders / crib of adjoining track up to lead of 50 m to ensure effective packing; (2) Clearing of ballast on sleepers to make them visible to operator, (3) Clearing of ballast over rail foot to facilitate holding of rail by rollers of TTRM; (4) Digging, screening and replenishment of ballast at mud pumping / rounded ballast in sleeper crib location; (5) Tightening of loose fittings immediately before & after tamping; (6) Replacement of broken / missing fittings supplied by Railway; (7) Correcting displaced sleepers to position along with squaring; (8) Re-setting of worked-out / fallen fittings. (9) Removing and re-fixing joggled fish plates & wooden blocks, wherever necessary; (10) Manual consolidation of ballast in crib / shoulders; (11) Removing and refixing of traction bonds during the block in electrified sections (12) Dressing of ballast Note: 1. Tamping blocks are not identical & it may be given at any time either during day or night. 2. Stages of payment a) 30% of the rate will be paid on completion of pre tamping attention, b) Balance 70% of the rate will be paid on completion of post tamping. 3. Recovery at the rate of twice the above applicable rate will be effected in case contractor fails to carry out pre/during/post operation. 4.Payment shall be made only once in irrespective of numbers of TTRM packing round and after restoration of normal speed and restoration of complete ballast profile.

New Line Section, not opened for traffic Carrying out pre-tamping, during tamping and post-tamping works for tamping of Turnouts of all types Under Traffic Block Conditions which include :(1) Re- adjustment of ballast, heaping-up of ballast, filling-up of cavities in tamping zone by picking ballast from stacks / shoulders / crib of adjoining track up to lead of 50 m to ensure effective packing; (2) Clearing of ballast on sleepers to make them visible to operator; (3) Clearing of ballast over rail foot to facilitate holding of rail by rollers of UNIMAT; (4) Digging, screening and replenishment of ballast at mud pumping / rounded ballast in sleeper crib location; (5) Tightening of loose fittings including check rails immediately before & after tamping; (6) Replacement of broken / missing fittings supplied by Railway; (7) Correcting displaced sleepers to position along with squaring; (8) Re-setting worked-out / fallen fittings; (9) Removing and re-fixing joggled fish plates & wooden blocks, OHE bonds & other obstructions, wherever necessary ;(10) Removing and re- fixing stretcher bar, as directed; (11) Adjustment in opening and housing of switch for testing operation of points (12)Manual consolidation of ballast in cribs and shoulders; (13) Stages of payment a) 30% of the rate will be paid on completion of pre tamping attention, b) Balance 70% of the rate will be paid on completion of post tamping; (14) Recovery at the rate of twice the applicable rate will be effected in case contractor fails to carry out any of the pre/during/post operation.

1 in 12 Turnouts (Under Traffic Block Conditions) Carrying out pre-tamping, during tamping and post-tamping works prescribed in current version IRTMM/IRPWM for tamping of Turnouts of all types Under Conditions not requiring Traffic Block.

1 in 8½ Turnouts

1 in 12 Turnouts

Derailing Switch

Carrying out various miscellaneous works, for proper upkeep of crew rest van / Shift rest room as directed by machine in-charge of Track Machines by providing a team of 2 labours for 12 hours shift, broadly mentioned hereunder: (1) Bringing water from nearby source and cleaning machine with water jet or any suitable means; (2) Fuelling machine duly bringing diesel / hydraulic oil from the stacked drums; (3) Bringing water to staff rest van or staff rest room, cleaning rest van / rest room, cooking food for Track Machine staff or bringing food from outside (cost of food shall be borne by the staff concerned).; (4) Guarding & watching machines, spare parts, oils, grease etc. during day and night time at all locations, wherever necessary, as instructed by the machine in-charge; (5) In case, contractor provides less no. of Labour/Mate, payment will be deducted for each such person @ 75% of the accepted item rate. 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

52 Kg - 90 UTS - Outside Track

60 Kg - 110/90 UTS - On Running Line

52 Kg - 90 UTS- On Running Line 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.

On Running Line

Measuring of Toe Load of ERC during service in field by Electronic Toe Load Each Measuring Device with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Electronic Toe Load Measuring Device will be as per RDSO's Specification No.TM/SM/ETLMD/218 dated 13.9.2012. Loading, leading and unloading of 52Kg / 60Kg rail up to 13 metre length by Railway's Rail Dolly / Dip Lorry to the nominated location under traffic with line protection in case road carriage is not possible with different lead with a lift up to 5 metre during block period.

For lead up to 500 metre.

For lead beyond 500 metre and up to 1 Km.

Extra to Items no. 171032 for lead beyond 1 Km for every subsequent Km or MT part thereof and up to 10 Km SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Extra to Item no. 171031 and 171032 with contractor's Rail Dolly / Dip Lorry Unloading of all type of rails of length 130 metre and beyond from end unloading rake and keep the panels in head-up position at specified distance from centre of track clear from any infringement.. Note: Contractor has to keep Oxygen and Acetylene gas with cutter as standby during the period of work.

During period of traffic block

Not involving traffic block Loading, leading and unloading of PSC Sleepers of 52Kg / 60Kg by Railway's Rail Dolly/ Dip Lorry to the nominated location under traffic in case road carriage is not possible for different leads and lift up to 5 metres.

For lead up to 500 metres

For lead beyond 500 metre and up to 1 Km

Extra to Items no. 172032 for lead beyond 1 Km for every subsequent Km or MT part thereof and up to 10 Km

Extra to Item no. 172031 and 172032 with contractor's Rail Dolly/Dip Lorry. Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading.

Lead up to 5 Km

Lead beyond 5 Km and up to 10 km

Lead beyond 10 Km and up to 20 km

Lead beyond 20 Km and up to 30 km

Lead beyond 30 Km and up to 50 km

Lead beyond 50 Km and up to 100 Km

Lead beyond 100 Km and up to 150 Km

Extra for every Km per MT beyond 150 Km over item no. 172047 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 up to 5 Km

Lead beyond 5 Km and up to 10 km

Lead beyond 10 Km and up to 20 km

Lead beyond 20 Km and up to 30 km

Lead beyond 30 Km and up to 50 km

Lead beyond 50 Km and up to 100 Km

Lead beyond 100 Km and up to 150 Km

Extra for every Km per MT beyond 150 Km over item no. 172057 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 / Trailer Collection, segregation and stacking of various scattered P.Way materials at nominated stacking location with serviceable and un-serviceable ones separately within a lead up to 500 metre and lift up to 5 metre including crossing of track(s) wherever necessary as directed by Engineer-in-Charge.

Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc.

All type of PSC sleepers

P.Way fittings of all types and other similar loose items

Stacking of glued joints in single layer for electrical testing, in such a manner Each that glued joints - (a) shall not touch ground, (b) shall not touch one another, (c) shall not touch any rail or any metallic body, (d) shall not be water-logged from any side and (e) end post shall not rest on supports of glued joint

Painting of running rails and check rails of any rail section of level crossing with RM anti-corrosive paint on both sides of web, foot etc. including liner contact area (excluding 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. Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956- 01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956- 01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.

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

Speed Indicator Board of equilateral triangular shape having each side of Each 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

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

Termination Indicator Board of Circular shape having diameter of 1000mm with Each back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Manufacturing, supplying and fixing Curve Indicator / Point Indicator / SEJ Each Boards to be provided at various locations on formation, made out of MS sheet 2mm thick of size 450mm x 300mm duly fixed with MS frame of 25mm x 25mm x 3mm angle welded to 50mm x 50mm x 3mm MS angle, 1000mm long post split and bent 100mm at bottom end with all lead & lift as per specification and including painting of details with enamel paint, as directed by Engineer in- charge (Earthwork & concreting will be paid separately) Painting and fixing MS Indicator Boards of curves, SEJs, Points & Crossings, Gang/section jurisdiction and similar as per standard design including excavation, refilling, concreting in foundation and painting two coats with enamel and luminous paints as directed by Engineer in-charge. Note: Excavation, concrete work and lettering shall be paid separately.

Boards with single post

Boards with two posts

Supply and fixing in position pre-cast cement concrete Fouling Mark as per Each approved drawing at station yard, duly painting the top surface and slopes with white enamel paint in two coats and inscribed letters with black of Fouling Mark, complete in all respects with all labour, materials including cement, tools and plants etc.

Providing and erecting water proof Gypsy Tent of size 3m x 3m for a specific Day period of time and removal of the same after completion of work or as directed by Engineer in-charge. Providing furniture temporarily at site work in good condition at different locations as per direction of Engineer In-charge and removing the same after completion of work.

Office Table of size 1.2m x 0.9m per day

Office Chairs with cushioned seat, back and arms per day

Manufacturing and fixing buffer stop with Railway supplied rails, cutting, Each including bending of rails as per plan ,with all contractor's labour, materials, tools, plants etc. and all lead and lift including crossing of 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.

Manufacture and supply of Precast gradient Posts of size 1.65 x 0.60 x 0.075 m Each 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. Total 111697634.04

Item Breakup - O-Execution of all works as detailed in schedule

When distance of nearest quarry is more than 40 km and up to 50 km

When distance of nearest quarry is more than 50 km and up to 100 km

When distance of nearest quarry is more than 100 km and up to 150 km Total 76720320.00

Item Breakup - P-Execution of all works as detailed in schedule

Supplying and fixing of plate screws (T-3912 for Points and Crossing, T-3913 for Numbers L-xing, C.I. Bracket for curve etc) with single coil spring washer.

Supply of small fittings like screws, different sizes bolts, CI distance bracket(T- Kg 4785), packing pieces, MS plates, fish plates, point lever box with pull over rods and other small fittings from RDSO approved farms as desired by Engineer-In- Charge. Total 476000.00

Item Breakup - Q-Execution of all works as detailed in schedule

On new girder during fabrication Total 449550.00

Item Breakup - R-Execution of all works as detailed in schedule

Customized superior quality wood work with ply Board (19mm/12mm/6 mm Square Green ply Marino brand or similar),battens, laminates (green ply, century or Foot similar) MDF board louvers, partions ,TV units ,Beds (with back side padding),side tables, wardrobes, dressing units, modular kitchen etc with all superior quality hardware all complete as per direction of Engineer in-charge or his representative as per approved interior design, drawing etc. with all contractor materials, carpenter, labours, lead, lift etc. complete. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY Total 3542040.00