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Tender Value
₹3103.7 Cr
EMD Value
₹62.1 Cr
Closing Date
11 Nov 2026, 3:00 pm
Yes (up to 4 members)
Yes (up to 4 members)
Two Packet System
EPC [ Single Stage ]
Yes
22/09/2026 11:00
Lowest to Highest
180 days
Expenditure
Capital (Works)
CAO/CON
Construction of New BG Double Line from Kharsia (Km 0.00) to Balodabazar (Km 110.500) and Y-connectivity from Jharadih including earthwork in formation, bridges, ROR (Rail Over Rail), ROB (Road Over Bridge), RUB (Road Under Bridge), service buildings, staff quarters, P-Way works (including supply of Ballast, P-way material exept Rail), Electrification (2x25 KV OHE, PSI, PLC & Electrical General work), and Signalling & Telecommunication works, along with allied and associated miscellaneous works in connection with Kharsia- Parmalkasa 5th & 6th New BG Line Project under South East Central Railway in the State of Chhattisgarh.
CAO-C-BSP-26-27-16~SECR
CAO-C-BSP-26-27-16
Open
Works - General
1275 Days
Bilaspur, Chhattisgarh
₹0
₹62.1 Cr
8 Aug 2026
8 Aug 2026
28 Oct 2026
22 Sept 2026
84 items across 6 schedules · ₹6,76,36,70,371.85 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| Supplying, laying Non-woven Needle Punched and Mechanically or Thermally bonded type Geotextile for use as Separator/Filtration for Railway formation as per RDSO Specification No. RDSO/2018/GE:IRS-0004 - Part I made of Polypropylene / Polyethylene / Polyamide or combination there of having apparent opening size of less than or equal to 85 microns and elongation at failure more than 50% in both directions including transportation labour, lead & lift complete as directed by Engineer in-charge. | — | — | — | — | |
| 1 | On top of subgrade or prepared subgrade before laying blanketing layer with minimum strengths in Grab test, Trapezoidal Tear test and Puncture test of 700N, 250 N and 1800 N respectively. | Sqm | 29580.00 | 225.81 | 66,79,459.8 |
| 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. | — | — | — | — | |
| 2 | All kinds of soils | cum | 107225.03 | 195.01 | 2,09,09,953.1 |
| 3 | Soft rock (not requiring blasting) | cum | 7571.77 | 406.57 | 30,78,454.53 |
| 4 | Hard rock (requiring blasting) | cum | 7792.19 | 747.75 | 58,26,610.07 |
| 5 | Hard rock (blasting prohibited ) | cum | 8137.49 | 1,127.98 | 91,78,925.97 |
| 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 : | — | — | — | — | |
| 6 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | cum | 2834.66 | 2,785.7 | 78,96,512.36 |
| 7 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | cum | 3448.99 | 2,876.34 | 99,20,467.9 |
| 8 | 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. | cum | 57415.34 | 2,919.98 | 16,76,51,644.49 |
| 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. | — | — | — | — | |
| 9 | Abutment & Pier | cum | 34279.92 | 2,990.22 | 10,25,04,502.38 |
| 10 | Wing wall and Return wall | cum | 41343.24 | 2,990.22 | 12,36,25,383.11 |
| 11 | Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. | cum | 8978.21 | 3,025.34 | 2,71,62,137.84 |
| 12 | Approach slab at formation level, Dirt wall/ ballast wall at formation level | cum | 10946.80 | 2,955.1 | 3,23,48,888.68 |
| 13 | Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of bridges including mechanical mixing, vibrating, pumping and bailing out water where ever required with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer. | cum | 10234.89 | 2,917.5 | 2,98,60,291.58 |
| 14 | 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. | Metre | 39463.60 | 280.91 | 1,10,85,719.88 |
| Boring, providing and installation of bored cast in-situ Reinforced Cement Concrete piles using Hydraulic piling Rig 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 complete in all respect as per approved drawing, specification and direction of the Engineer in charge. Note: 1. Payment for only cement, reinforcement 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. | — | — | — | — | |
| 15 | 1500 mm diameter | Metre | 6843.75 | 12,052.09 | 8,24,81,490.94 |
| 16 | 1200mm diameter | Metre | 42875.00 | 8,838.76 | 37,89,61,835 |
| 17 | Providing, fabricating and installing permanent casing pipe for bored piles for all diameters with specified thickness of steel plate including all labour, materials, tools & complete as per approved drawing & specifications complete in all respect as per the direction of Engineer in charge. Note: Payment shall be made as per the weight of circular plate of casing pipe only. | MT | 2811.82 | 1,11,682.76 | 31,40,31,818.22 |
| Extra for chiselling in addition to boring of piles, if chiselling is required to be resorted to in hard rock or big stone boulders larger than 30cm, manually or by any other means. | — | — | — | — | |
| 18 | 1200mm diameter pile | Metre | 43593.00 | 4,628.89 | 20,17,87,201.77 |
| Conducting load test of a single pile up to specified capacity in accordance with IS:2911 (Part- IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer. | — | — | — | — | |
| 19 | Initial load test up to 50 ton capacity pile | Each | 1.00 | 52,708.05 | 52,708.05 |
| 20 | Initial load test above 50 ton and up to 100 T capacity pile | Each | 1.00 | 63,579.2 | 63,579.2 |
| 21 | Initial load test above 100 ton and up to 250 T capacity pile | Each | 32.00 | 86,365.95 | 27,63,710.4 |
| 22 | Extra for every increase of 50 ton in pile capacity or part thereof over 250 ton | Each | 24.00 | 5,021.67 | 1,20,520.08 |
| 23 | Routine Load Test up to 50 ton capacity pile | Each | 2.00 | 26,354.03 | 52,708.06 |
| 24 | Routine Load Test above 50 ton capacity up to 100 ton capacity pile | Each | 2.00 | 31,789.6 | 63,579.2 |
| 25 | Routine Load Test above 100 ton capacity up to 250 ton capacity pile | Each | 32.00 | 43,182.97 | 13,81,855.04 |
| Lateral load testing of single pile in accordance with "IS Code of practice IS:2911 (Part-IV) for determining safe allowable lateral load of pile" with all labour, material, tool & plants, equipment, machinery, etc complete as per drawing and specification as directed by the Engineer. | — | — | — | — | |
| 26 | Piles with lateral load capacity of up to 50 ton | Each | 23.75 | 20,777.63 | 4,93,468.71 |
| 27 | Piles with lateral load capacity of above 50 ton and up to 100 ton | Each | 10.00 | 27,671.76 | 2,76,717.6 |
| 28 | Pulse Echo Test (PET) for integrity testing of piles with contractor's men, materials and machines. The rate includes cost of Inspection of site, preparation of pile head and any other unforeseen cost required for the test, submission of reports in triplicate as per satisfaction of the Engineer in Charge. | Each | 1985.50 | 3,028.05 | 60,12,193.28 |
| Providing and constructing Temporary Earthen Island / coffer dam for construction of well foundations of dia. up to 10m (longest dimension) , including bailing and pumping out of water, provision of sand bags, wooden ballies, sheet piling, earth, sand or any other suitable material, as required with all labour and material complete job. | — | — | — | — | |
| 29 | For water depth up to 1.00m | Each | 40.00 | 97,932.78 | 39,17,311.2 |
| 30 | Extra for every 1.00m additional depth and part thereof over item 023021 up to water depth of 4.00m. | Each | 40.00 | 1,45,999.99 | 58,39,999.6 |
| 31 | Providing and casting 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, (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. | cum | 4398.40 | 3,211.98 | 1,41,27,572.83 |
| 32 | Providing and laying in position machine batched, machine mixed and machine 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. | cum | 3936.50 | 2,919.98 | 1,14,94,501.27 |
| 33 | Providing and applying two coats of coal tar or bitumen confirming to IS:3117- 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. | Sqm | 14296.60 | 153.39 | 21,92,955.47 |
| Centering and shuttering including strutting, propping etc. and removal of form for : | — | — | — | — | |
| 34 | 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 | Sqm | 266075.28 | 663.57 | 17,65,59,573.55 |
| 35 | Extra for additional height over item no. 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of 5 metres for every additional height of 1 metre or part thereof. | Sqm | 4440.96 | 105.98 | 4,70,652.94 |
| 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 cast in-situ Prestressed (Post-tensioned) concrete girder / Box girders/Slabs for different spans including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per drawings, specifications and direction of the Engineer in-charge. Note: 1. Payment for Staging, Shuttering, Cement, reinforcement, HTS cables, sheathing, anchorage cones, stressing of cables and grouting of the ducts shall be made extra under relevant items. 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. | — | — | — | — | |
| 36 | With Soffit level From 9m above Bed Level to12m above Bed Level | cum | 25.00 | 3,130.69 | 78,267.25 |
| Load testing of one or more spans of bridge as selected by the Engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all lead & lift, etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading material etc. The load shall be 1.25 times the stipulated design load. | — | — | — | — | |
| 37 | For Span design load up to 100 MT | Each | 14.00 | 78,344.95 | 10,96,829.3 |
| 38 | Providing Flood Level Gauges on abutments and piers, made by 20mm thick 1:4 cement plaster for a width of not less than 300mm, duly engraving markings & figures in metres, divided into 10 parts commencing from under-side of girders towards bed, painting markings & figures with black enamel paint in three coats on white background including painting HFL Mark in white by side of gauge with year of occurrence with all Contractor's materials, labour, tools, scaffolding and supports, lead & lifts, curing etc. complete as per approved drawing and as directed by the Engineer in- charge excluding cost of cement which shall be paid extra. | Sqm | 133.00 | 548.06 | 72,891.98 |
| 39 | Supplying of stone boulders weighing not less than 35 kg each at specified bridge locations. | cum | 5212.00 | 1,150.63 | 59,97,083.56 |
| 40 | Providing and laying of Apron with cement concrete blocks cast in-situ and made with nominal mix of 1:2:4 with all material , labour, tools and plants. Note: (1) Payment to be made for concrete only; (2) Cement and shuttering to be paid extra. | cum | 5689.00 | 2,791.02 | 1,58,78,112.78 |
| 41 | Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with spalls 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). | cum | 5266.00 | 1,799.4 | 94,75,640.4 |
| 42 | Providing and laying Filter Material as per RDSO Specifications underneath pitching in slopes complete as per drawing and Technical Specification. | cum | 24657.91 | 2,950.32 | 7,27,48,725.03 |
| 43 | Providing and laying of filter media consisting of granular materials of GW, GP, 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. | cum | 201033.50 | 2,490.62 | 50,06,98,055.77 |
| 44 | Painting the HFL mark and Danger level mark, year of HFL on bridge abutments and piers with ready mixed paint as per standard in two coats over one coat of primer with all materials, labour, tools, scaffolding, all lead and lift etc. including writing complete. | Each | 187.00 | 284.01 | 53,109.87 |
| 45 | Providing cast in situ bridge number plaques as per Railway drawing in cement 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. | Each | 24.00 | 833.64 | 20,007.36 |
| 46 | Providing cast in-situ plaques for bridge foundations details of size 45cmx45cmx5cm in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm deep notch over abutment & piers, engraving the letters & figures with CM 1:3 and finished smooth including painting letters and figures with 2 coats of black enamel and plaque with white enamel with all labour, tools, cement, paint, curing etc. as a complete job. | Each | 76.00 | 1,334.55 | 1,01,425.8 |
| 47 | Supplying, spreading and filling coarse sand (no cohesive materials to be used) 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. | cum | 1430.00 | 2,072.11 | 29,63,117.3 |
| 48 | Providing Boulder Backing behind wing wall, return wall, retaining wall with 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. | cum | 43573.48 | 371.63 | 1,61,93,212.37 |
| 49 | Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. | HP Hour | 97535.00 | 44.45 | 43,35,430.75 |
| 50 | Providing and fixing Trolley Refuge of size 3.0m x3.0m on cess, placing with released unserviceable PSC sleepers and keeping them at all four sides of refuge and also placing as matting inside the refuge by keeping them in upside down position with a minimum of 14 sleepers including levelling with earth, excavation, all lead and lift, crossing of tracks, leading the sleepers with in a free lead and lift, handling etc., with all contractor's men material complete and as directed by the Engineer-in-charge. Note: Earth-work will to be paid separately under relevant item. | Each | 6.00 | 3,909.79 | 23,458.74 |
| Schedule total | ₹2,39,06,10,272.36 | ||||
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LsectionKM0toKM25.pdf
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BS114-Version2RSIanalysis.pdf
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GE-G-8guidelinesforapplicationofJuteGetextileinRailwayEmbankmentshillslop.pdf
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GE-G-0011guidelinesforGeotechnicalEngineeringOrginZonalrailways.pdf
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guidlinesforhandlingandstackingofrails_compressed.pdf
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Hbeamsleeper-merged.pdf
ATTACHMENT
IRBM2024_compressed_1.pdf
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IRCM-Part1.pdf
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IRCM-Part2.pdf
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IRS_Bridge_Rule_ACS_53.pdf
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IRSArchBridgeCode.pdf
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IRSB1CorrectionSlipsUpto11.pdf
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IRS-B1IRSspecifnforfabricationerectionofsteelgirderbrloco-turntables.pdf
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IRSConcreteBridgeCode_compressed.pdf
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IRSFoundationSubstructureCode.pdf
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IRSOD_INCORPORATED_New.pdf
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IRSPileWellfoundation_Manual.pdf
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IRSSeismicCode-2020__compressed.pdf
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IRSSteelBridgeCode.pdf
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IRSWeldedBridgeCode.pdf
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IRWMCSUPTO12dtd.23.08.24.pdf
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M-0001.pdf
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RailwayboardletterforuseofstandardRDSOdrawing.pdf
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RDSO-10152-Allmerged.pdf
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RDSO10162.pdf
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RDSO-B-11760-R1_COMPRESSED.pdf
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RDSOletterforflooringonPfstairramp.pdf
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RevisedQualityAssurancePlanQAPforExpansionJoint.pdf
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SchedulefortechnicalrequirementforfebricationofsteelgirderPartA.pdf
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Schedulefortechnicalrequirementforfebricationofsteelgirderpart-B.pdf
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ScheduleofTechnicalRequirementforFabricationofHighStrengthFrictionGripBoltingAssemblieswithDirectTensionIndicatorWasherSuitableforpreloading.pdf
ATTACHMENT
SchematicarrangementforPlatformutilityductsregarding.pdf
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SPECIF.FORFABRICATIONANDERECTIONOFSTEELGIRDER.pdf
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Specificationforboltingassemblieswithdirectortensionindicatorwashers.pdf
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SPECIFICATIONFORHIGHER-STRENGTHMARTENSITICSTAINLESSSTEELFORBRIDGEANDASSOCIATEDSTRUCTURALAPPLICATIONS.pdf
ATTACHMENT
SpecificationforPhasedArrayUltrasonicTestingProcedureforButtWeldedjointsinBridgeGirders.pdf
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SpecificationsforTrackBallastuptoACS-1.pdf
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StandardLayoutofStationBuilding21062024_compressed.pdf
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STRFORMANUFACTUREANDSUPPLYOFELASTOMERICBEARING.pdf
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STRFORMANUFACTUREANDSUPPLYOFPOT-PTFEbearings.pdf
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StructuraldrawingofvariousheightsofRetainingwall.1_compressed.pdf
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SurfaceFinishCOPOpenAreaImportantOtherStnsigned.pdf
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TectileTilelayoutarrangement.pdf
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usfd_new_1.pdf
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10271R_10271-1R.pdf
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RDSO17182ROWG.pdf
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RDSO17161ROWG.pdf
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RDSO17181ROWG.pdf
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10280PSCSLAB.pdf
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SH-06-1.pdf
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10280PSCSLAB_1.pdf
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WeldedCompositeGirderRDSO_compressed.pdf
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CompositeGirder_compressed.pdf
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RDSO11753-R3SERIESCG_compressed.pdf
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ST-QUALITY-CHECK-RLYBD.pdf
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ST-TFBC-SPEC1.pdf
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ST-PT-MC-SPEC1.pdf
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ST-DL-SPEC1.pdf
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ST-CIVIL-KAVACHSAMPLEDRAWINGS-1-10.pdf
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ST-CIVIL-KAVACHSAMPLEDRAWINGS-11-21.pdf
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26616Detailed_list_of_PSC_and_UHPC_SLABs.pdf
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29.StandardBridgeProtectionDrawing.pdf
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26.rdsoboundarywall.pdf
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30.TypeIVdrawings_compressed.pdf
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2661626525REPOSITORY_FOB_ramp.pdf
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30.b.TypeIIdrawing_compressed.pdf
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2661626525RCC_BOX_CULVERT.pdf
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31.PumpHousedrawing.pdf
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41.Provisionofamenitiesatstationforpersonswithdisabilities.pdf
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42.PassengerAmenitiesatstation.pdf
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2661626525RDSO_std_OWG.pdf
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44.MasterListofDrawingsofBridgesStructures.pdf
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71-2020TypicalDiagramofCentralEIEndGoomtyBuildingfor3rdor4thlinesectionTypical71-2020.pdf
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2661626525REPOSITORY_Composite.pdf
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85.2026TypicalforSTServiceBuildingEIforCentralizedandDistributedEI.pdf
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2661626525REPOSITORY_FOB.pdf
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2661626525REPOSITORY_FOB_ramp_1.pdf
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Disabledfacilitiesatstation.pdf
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2661626525REPOSITORY_PF_Shelter1.pdf
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GADOFTOWERWAGONSHEDOFBHILAISTATIONYARD.pdf
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IRspecificationsforsleeperstrackfittingandothermaterials.pdf
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2661626525REPOSITORY_PF_Shelter.pdf
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SILLESTNUNDERPASS.pdf
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StdDrawingofTowerWagonShed.pdf
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2662910468FOBDrawing_.pdf
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GADofBIAOHEDEPOT1.pdf
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NonStandardapproveddrawinglist.pdf
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DesignBasisReportDBRandTechnicalAdvisoryGroupTAGfornewimportantbridges.pdf
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ImprovingtheplanningandconstructionofmajororImportantbridgesandopeningthereof.pdf
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31_01_2026_CompliancewithCodalProvisionsforPileFoundationTesting.pdf
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11_03_2026_ClassificationofBridgesRevisedDefinition.pdf
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19_05_2026_CoreTestPermeabilityTestNDTTestinadditiontoCubeTestforconcreteworksinBridges.pdf
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09_06_2026_CoreTestPermeabilityTestandNDTUPVTestinadditiontoCubeTestforconcreteworksinBridges-Strictcomplianceandmonitoringthereof.pdf
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9SpecificationsforTrackBallast-IS-RDSO-GE-00012023.pdf
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10ComprehensiveGuidelineRDSO-2020-GE-IRS-0004-1-100_1.pdf
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10ComprehensiveGuidelineRDSO-2020-GE-IRS-0004-101-223_compressed.pdf
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10ComprehensiveGuidelineRDSO-2020-GE-IRS-0004-101-223_2.pdf
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MethodStatement_EarthworkinBank1.pdf
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Rivisionofplinthareanorms08_04_2024.pdf
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26.02.2026_RevisedApprovedlistofBrandsandMakes2026withallenclosures11-2-22.pdf
ATTACHMENT
DivyangjanguidelinesGazette.pdf
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KMZFILE.pdf
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GeotechandHyrdologyReport.pdf
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ApprovedESPKharsia.pdf
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ApprovedESPJharadih.pdf
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ApprovedESPCharpara.pdf
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ApprovedESPBalodaBazar.pdf
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KHS-PMS_GPSD_22.07.2026.pdf
ATTACHMENT
1473423832705-Airconditioningofsignallingsystem.pdf
ATTACHMENT
AutoCLS-TechnicalSpecificationTISPCPSICLS0021.pdf
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ProvisionofATsupplyinObjectController.pdf
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RailwayBoardletterno.2021-Tele-52-3-Part13425647dtd.12.06.2023..pdf
ATTACHMENT
RailwayBoardletterNo.2018-LMPA03-06Dt-14.02.2022.pdf
ATTACHMENT
RB_Circular_110912ForWaterCoolerPassengerAmnity.pdf
ATTACHMENT
GEN-GRSR2024SECR_compressed-1-250.pdf
ATTACHMENT
GEN-GRSR2024SECR_compressed-251-514_compressed1.pdf
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GEN-IRSOD_compressed_1.pdf
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ST-MiscPOLICYpart2.pdf
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ST-QUALITY-CHECK-SECR.pdf
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ST-RDSOSPNPART-1.pdf
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ST-RDSOSPNPART-6.pdf
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ST-RDSO-CABLELAYING.pdf
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ST-RSDO-CIRCULARS.pdf
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ST-TFBC-SPEC.pdf
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ST-TAN3012VER518.6.20261.pdf
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STTypicalbuilding.pdf
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TBMListKHS-PMS.pdf
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BR-10425X45.7OWGIMP-Model.pdf
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BR-19814X45.7OWGIMP-Model.pdf
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BRNO26.pdf
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BRNO37.pdf
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BRNO48-Model.pdf
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BRNO53-Model.pdf
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BRNO58-Model.pdf
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BRNO68.pdf
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BRNO79.pdf
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BRNO95.pdf
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BRNO105-Model.pdf
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BRNO114.pdf
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BRNO132-Model.pdf
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BRNO137-Model.pdf
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BRNO145-Model.pdf
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BRNO167.pdf
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BRNO172.pdf
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BRNO181-Model.pdf
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BRNO189-Model.pdf
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BRNO02.pdf
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BRNO2B-Model.pdf
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BRNO05-Model.pdf
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BRNO13-Model.pdf
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BRNO15-Model.pdf
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BRNO18-Model.pdf
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BRNO22-Model.pdf
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BRNO24-Model.pdf
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BRNO25-Model.pdf
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BRNO29-Model.pdf
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BRNO30-Model.pdf
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BRNO33-Model.pdf
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BRNO44-Model.pdf
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BRNO45-Model.pdf
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BRNO46-Model.pdf
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BRNO50-Model.pdf
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BRNO55-Model.pdf
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BRNO56-Model.pdf
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BRNO60-Model.pdf
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BRNO62-Model.pdf
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BRNO63-Model.pdf
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BRNO67-Model.pdf
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BRNO71-Model.pdf
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BRNO76-Model.pdf
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BRNO77-Model.pdf
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BRNO80-Model.pdf
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BRNO107-Model.pdf
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BRNO108-Model.pdf
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BRNO109-Model.pdf
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BRNO110-Model.pdf
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BRNO116-Model.pdf
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BRNO120-Model.pdf
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BRNO122-Model.pdf
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BRNO129-Model.pdf
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BRNO130-Model.pdf
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BRNO140-Model.pdf
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BRNO146-Model.pdf
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BRNO160-Model.pdf
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BRNO163-Model.pdf
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BRNO165-Model.pdf
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BRNO174-Model.pdf
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BRNO178.pdf
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BRNO179-Model.pdf
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BRNO184.pdf
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BRNO191.pdf
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BRNO191-Model.pdf
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BRNO192.pdf
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BRNO195.pdf
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BRNO205-Model.pdf
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BRNO207.pdf
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BRNO209-Model.pdf
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BRNO211.pdf
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BRNO213-Model.pdf
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BRNO214-Model.pdf
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BRNO215-Model.pdf
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BRNO216-Model.pdf
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BRNO217-Model.pdf
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BRNO218-Model.pdf
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BR-7AROR1x30.51x45.71x30.5OWGR11-Model.pdf
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BR-208ROR1x30.51x61.01x30.5OWG-Model.pdf
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BridgeNo1.pdf
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BridgeNo1A.pdf
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BridgeNo2.pdf
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BridgeNo2A.pdf
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BridgeNo3.pdf
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BridgeNo3A.pdf
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BridgeNo5.pdf
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BridgeNo6.pdf
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BridgeNo7.pdf
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BridgeNo9.pdf
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BridgeNo10.pdf
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BridgeNo11.pdf
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BridgeNo12.pdf
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BridgeNo13.pdf
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BridgeNo14.pdf
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BridgeNo15.pdf
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BridgeNo17.pdf
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BridgeNo18.pdf
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BridgeNo19.pdf
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BridgeNo20.pdf
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BridgeNo22.pdf
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BridgeNo23.pdf
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BridgeNo24.pdf
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BridgeNo25.pdf
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BridgeNo26.pdf
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BridgeNo28.pdf
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BridgeNo29.pdf
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BridgeNo30.pdf
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BridgeNo31.pdf
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BridgeNo33.pdf
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BridgeNo34.pdf
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BridgeNo35.pdf
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15.KHARSIASIPModel.pdf
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16.JHARADIHSIP-Model.pdf
ATTACHMENT
14.CHARPARASIPRELOAD.pdf
ATTACHMENT
17.KANCHANPURSIP27-07-26-Model.pdf
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18.KARNODSIP27.07.2026.pdf
ATTACHMENT
13.SHIVRINARAYANSIPUPDATEDPKM27.07.26-Model.pdf
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12.JondhraUPDATEDSIP27.07.26.pdf
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11.BALODABAZARSIPupdatedon27.07.26.pdf
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BridgeNo37.pdf
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BridgeNo38.pdf
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BridgeNo40-42.pdf
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BridgeNo44-47.pdf
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BridgeNo48_compressed.pdf
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BridgeNo50.pdf
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BridgeNo51_compressed.pdf
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BridgeNo52.pdf
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BridgeNo53_compressed.pdf
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BridgeNo54_merged.pdf
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BridgeNo58_compressed.pdf
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BridgeNo59to64.pdf
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BridgeNo66.pdf
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BridgeNo67.pdf
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BridgeNo68.pdf
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BridgeNo70to74.pdf
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BridgeNo76to81merged.pdf
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BridgeNo83to87.pdf
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BridgeNo88.pdf
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BridgeNo89.pdf
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BridgeNo91.pdf
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BridgeNo92.pdf
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BridgeNo94_compressed.pdf
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BridgeNo95.pdf
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BridgeNo99.pdf
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BridgeNo101.pdf
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BridgeNo102.pdf
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BridgeNo104_compressed1.pdf
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BridgeNo105to110.pdf
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BridgeNo112-114.pdf
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BridgeNo116.pdf
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BridgeNo118to123.pdf
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BridgeNo125.pdf
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BridgeNo126.pdf
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BridgeNo127to130.pdf
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BridgeNo132_compressed.pdf
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BridgeNo135.pdf
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BridgeNo137_compressed1.pdf
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BridgeNo138.pdf
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BridgeNo140to142.pdf
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BridgeNo145.pdf
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BridgeNo146.pdf
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BridgeNo150to154.pdf
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BridgeNo157_compressed.pdf
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BridgeNo160.pdf
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BridgeNo161.pdf
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BridgeNo163.pdf
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BridgeNo165to167merged.pdf
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BridgeNo169.pdf
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BridgeNo171.pdf
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BridgeNo172.pdf
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BridgeNo173.pdf
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BridgeNo174.pdf
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BridgeNo175.pdf
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BridgeNo177to179.pdf
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BridgeNo181_compressed.pdf
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BridgeNo183to185merged.pdf
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BridgeNo187to193.pdf
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BridgeNo195.pdf
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BridgeNo197.pdf
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BridgeNo198_compressed.pdf
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BridgeNo199.pdf
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BridgeNo200.pdf
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BridgeNo202.pdf
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BridgeNo203.pdf
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BridgeNo205.pdf
ATTACHMENT
Bridge207to219.pdf
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LandBoundaryderailsKHStoBB1.pdf
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GEOTECHNICALREPORTKHSTOBB_1.pdf
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TBMListKHS-PMS_1.pdf
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DraftEPCAgreementPart2STScopeKharsia-BalodaBazar.pdf
ATTACHMENT
DraftRFP262716EPCforpublish.pdf
ATTACHMENT
FinalDraftEPCAgreementKharsia-BalodaBazarforpublsih.pdf
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