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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
Refer Docs
EMD Value
₹4.9 L
Closing Date
23 Oct 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
16 conditions · 5 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Tender value is including escalation of (-)15% (minus fifteen percent ) on CPWDDSR rates. Tenderer should note this before quoting the rates.
The original Bank Guarantee (in lieu of Bid Security) should be delivered in person on any working day to the official nominated (i.e., OS/Tenders/Engg)/BZA Division) as indicated in the tender document before closing date for submission of bids (i.e. excluding the last date of submission of Bids).
All the instructions furnished in the Technical Compliance /Commercial Compliance / Custom / Undertakings /General Instructions are only indicative and not exhaustive. The tenderer shall read the GCC / Tender documents for complete details.
The tenderer shall thoroughly go through the entire tender document and strictly adhere to the instruction and directions given therein.
Vijayawada Division: GDR - BZA Section : Estimate for KCC-CJM section - Improvements to P.Way Assets and Track in ADEN/BPP Sub-Division for Annual GM Safety Inspection-2026 under the jurisdiction of Sr.DEN/Central/BZA
E-18-CENTRAL-BZA-2026~SCOR
E-18-CENTRAL-BZA-2026
Open
Works - General
6 Months
Krishna, Andhra Pradesh
₹0
₹4.9 L
30 Sept 2026
30 Sept 2026
9 Oct 2026
76 items across 7 schedules · ₹2,46,95,877.01 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 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 | 6.00 | 744.16 | 4,464.96 |
| 2 | Opening and refixing of Joggled fish plates provided to weld joints/rail of any rail section under traffic to enable examination of weld/rail by departmental official nominated by Engineer In charge and lubrication of fishplates by applying departmental Grease graphite grade 'O' (IS:408) to fishing planes and bolts by departmental black oil as per procedure laid down in latest version of IRPWM, including all tools required and as directed by Engineer-in-charge. Note: 1. Grease Graphite, black oil, fish bolts, K.Oil, wire brush, required for work shall be given by department and issued at concerned SSE/PW Stores. 2.Jammed fish bolts shall be cut using chisel and hammer and replaced with new bolt. | Set | 800.00 | 45.12 | 36,096 |
| Lubrication of Plate/Rail screws of Points and crossings, SEJs, Bridges, Curves etc., with greases graphite, including removal of screws carefully without damaging sleepers, cleaning with wire brush etc., both screws and dowel hole, applying grease graphite, refixing the screw and sealing the top and sides of screw with grease graphite to prevent ingress of moisture and corrosion with contractors labour, tools, consumables under traffic condition all lead and lift complete. | — | — | — | — | |
| 3 | By using Railway's Grease graphite | Each | 15120.00 | 26.99 | 4,08,088.8 |
| 4 | Lifting and packing for regrading the existing PSC sleeper track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in-charge. | TRM | 10000.00 | 154 | 15,40,000 |
| 5 | Boxing and profiling of ballast as per procedure prescribed in latest edition of 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. | TRM | 108800.00 | 22.66 | 24,65,408 |
| Picking up of slacks in track of all sleeper density, duly opening up ballast, gauging, alignment, correcting longitudinal & cross levels, packing, boxing of ballast and dressing the same under traffic conditions as per procedure prescribed in latest edition of IRPWM and as directed by Engineer in-charge. Note: In-charge section Engineer should identify locations requiring packing and obtain prior approval of DEN/XEN before execution of the work when there is no Zonal Track Maintenance agency deployed in the section. | — | — | — | — | |
| 6 | For PSC Sleeper | TRM | 6000.00 | 77.12 | 4,62,720 |
| Systemic overhauling of track under traffic as per procedure prescribed in latest edition of IRPWM , including removing the crib ballast in 50mm to 75mm depth below bottom of sleeper and complete shoulder ballast without breaking core under the bottom of sleeper, to recover clean ballast by screening on wire mesh and disposing off the muck including throwing & leveling, if required beyond minimum 5m from the edge of cutting which are up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms away from the track, as directed by Engineer in-charge including cutting & making up the cess and ensuring proper drainage slope and then re- inserting cleaned ballast into track and compaction of shoulder and crib ballast by wooden mallet and dressing / profiling ballast as per railway specifications. | — | — | — | — | |
| 7 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM | 4500.00 | 153.29 | 6,89,805 |
| Fixing of Wooden Distance Block of size 1.0m x 0.3m x 0.15m between track and platform wall. | — | — | — | — | |
| 8 | With Contractor's hard wood block. | Each | 1600.00 | 2,239.07 | 35,82,512 |
| 9 | Cleaning of side drains along the track including disposing of muck beyond Railway boundary as per instructions of Engineer in-charge to keep drains clean and clear in cuttings etc. | RM | 1785.00 | 27.86 | 49,730.1 |
| 10 | Removing weeds & bushes in ballast section and cess up to 3.95m from centre line of track in mid section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard. | TRM | 15000.00 | 12.82 | 1,92,300 |
| 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. | — | — | — | — | |
| 11 | For day time block working | TRM | 108800.00 | 16.42 | 17,86,496 |
| 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. | — | — | — | — | |
| 12 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 62.00 | 9,376.4 | 5,81,336.8 |
| 13 | 1 in 16 Turnouts (Under Traffic Block Conditions) | Set | 15.00 | 12,188.88 | 1,82,833.2 |
| 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. | — | — | — | — | |
| 14 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 900.00 | 329.1 | 2,96,190 |
| 15 | All type of PSC sleepers | MT | 600.00 | 359.4 | 2,15,640 |
| 16 | P.Way fittings of all types and other similar loose items | MT | 300.00 | 333.41 | 1,00,023 |
| Fixing of wooden blocks of approximate size of 150mm x 300mm x 1200mm on end of check rails including sizing at level crossings with contractor's labour, tools & plants and as directed. | — | — | — | — | |
| 17 | With Contractor's hard wood block | Each | 360.00 | 2,736.89 | 9,85,280.4 |
| Schedule total | ₹1,35,78,924.26 | ||||
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details.html
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nit.pdf
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1-CONDITIONSTRACKWORK.pdf
ATTACHMENT
2-SAFETYPRECAUTIONSTOBETAKENATWORKSITE.pdf
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4-SPECIALCONDITIONSOFCONTRACTTYPICALFORTHEWORK.pdf
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5-TRDSPLCONDITIONS.pdf
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6-JCBSplConditions.pdf
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7-RevisedBrands26022026.pdf
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SCHEDULE.pdf
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MasterDocument-1.pdf
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MasterDocument-2.pdf
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3-THEWORKHASTOBEEXECUTEDASPERTHEPAINTINGPROCEDUREORDERFORPAINTINGOFNEWRAILSANDINSERVICERAILS.pdf
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