Loading
Loading…
Loading…
Tender Value
₹35.4 Cr
EMD Value
₹70.7 L
Closing Date
28 Aug 2026, 3:00 pm
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
SECTION1
20 conditions · 9 needing a document upload
Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less, where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of 'total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
The tenderer shall submit Annual Contractual turnover Data for the Previous 3/4 Years (Contractual Payment only) as per Annexure-VI-B
The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover.
The tender/technical bid will be evaluated based on the bid capacity formula detailed as Annexure-VI
The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work costing not less than the amount equal to 60% of advertised value of the tender.
(b) (1) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii) One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing.However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway. In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing
Note for Item 10.1: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organization, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Similar Nature Work: Any Civil Engineering work involving Pway work.
Tenderer has to submit details of Employment/partnership etc of Retired Railway Employees as per Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022) with all correction slips up-to- date and as given in para 24.1 of "General instructions to tenderer" attached with tender document. Tender without the information above referred to or a statement to the effect that no such retired engineer or retired Gazetted Officer is so associated with the tenderer, as the case may be, shall be rejected. Format given in ANNEXURE-XVII in attached documents.**
21 conditions
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.
It is the responsibility of the tenderer 1. To see corrigendum, if any to tender notice up to the date of tender opening. 2. To keep him self updated about any latest Railway Board Circulars up to the date of tender opening.
For those conditions for which standard formats have been given in the uploaded documents for providing information, it should only be submitted in these standard formats.
Postal address of Office: Office of the Dy. Chief Engineer/Construction/PRYJ, Ground Floor, H- Block, Baghirathi Building, GM office complex, Subedarganj, Prayagraj (Uttar Pradesh) 211015 Mobile Number: 9794835217 & Email: [email protected]
Tenderers are advised to go through the 'SPECIAL CONDITIONS' thoroughly which are incorporated in tender document before quoting the rates.
Rates are inclusive of all taxes/octroi, license fee, royalty charges etc. legally leviable by State, Central Govt. and/or any other local authority.
All required document duly Signed in ink by the Tenderer and shall be uploaded. The same person shall submit the bid who has signed all the documents to be uploaded
1.Construction NEW EI building, other service building, Tower wagon shed, platform, extension of FOB/ramp, staff quarters etc. Supply, transportation and leading of Ballast, Track linking works, Transportation of P.Way materials, , AT and FB welding & other ancillary misc. works for Manikpur Station under the jurisdiction of DY. CE/C/PRYJ in connection with MKP-IDGJ 3rd line project.
CEN-2026-27-09~NCR
CEN-2026-27-09
Open
Works - General
15 Months
Prayagraj, Uttar Pradesh
₹0
₹70.7 L
5 Aug 2026
5 Aug 2026
14 Aug 2026
409 items across 2 schedules · ₹12,73,32,487.31 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Preparation of foundation for Embankment by clearing, grubbing, stripping top soil (average 150 mm) and stacking beyond foundation area, thereafter ploughing and pulverizing 150 - 200 mm of top of soil with tractor trolley, mixing water to achieve OMC with water sprinkler or left for natural drying, as required, and compaction with vibratory roller of suitable capacity to achieve 98% MDD for laying first layer of soil for embankment construction. | 100 Sqm | 10000.00 | 500.03 | 50,003 |
| 2 | Benching of existing embankment manually in steps of 30 cm height for 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. | Kilometre | 5.00 | 1,27,717.3 | 6,38,586.5 |
| 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. | — | — | — | — | |
| 3 | Using Soil Class SQ1 | cum | 10000.00 | 281.85 | 28,18,500 |
| 4 | Using Soil Class SQ2 | cum | 10000.00 | 318.74 | 31,87,400 |
| 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. | — | — | — | — | |
| 5 | In all conditions and classifications of soil except rock | cum | 2000.00 | 106.28 | 2,12,560 |
| 6 | Soft rock not requiring blasting | cum | 500.00 | 244.9 | 1,22,450 |
| 7 | Extra for leading of Cut spoil every one km beyond original lead of 2 km over item nos. 012011 to 012014 | cum | 1000.00 | 5.52 | 5,520 |
| 8 | Mechanical manufacturing of blanketing material by using only hard and 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. | cum | 8000.00 | 2,049.17 | 1,63,93,360 |
| Felling trees of girth (measured at a height of 1.0 m above ground level) including leading and stacking of material within 100m. Note : 1. When stumps are grubbed up in addition, the rates shall be doubled for trees cut and grubbed 2. Payment for grubbing shall only be made where specially ordered. 3. Grubbing shall be ordered only where it is essential to remove the stumps, including the roots, as per specification. 4. Grubbing shall include removal of roots of trees and saplings to a depth of 60cm below ground level or 30 cm below formation level or 15 cm below sub grade level, whichever is lower. | — | — | — | — | |
| 9 | Girth over 30 cm and up to 60 cm | Each | 5.00 | 325.79 | 1,628.95 |
| 10 | Girth over 60 cm and up to 1.5m | Each | 5.00 | 900.16 | 4,500.8 |
| 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. | — | — | — | — | |
| 11 | Turfing with sods, 10cm thick and 20cm square closely laid. | 100 Sqm | 1000.00 | 7,308.48 | 73,084.8 |
| 12 | Turfing with planted doob grass. | 100 Sqm | 1000.00 | 6,482.31 | 64,823.1 |
| 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. | — | — | — | — | |
| 13 | 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 | 1000.00 | 188.52 | 1,88,520 |
| 14 | Below the ballast and above blanket layer with minimum strengths in Grab test, Trapezoidal Tear test and Puncture test of 1750N, 800 N and 5800 N respectively. | Sqm | 1000.00 | 307.76 | 3,07,760 |
| Exploratory drilling of boreholes down to required depth, drilling of 150mm dia. boreholes in all type of soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chiselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area. | — | — | — | — | |
| 15 | 0m to 10m | Metre | 50.00 | 1,224.75 | 61,237.5 |
| 16 | 10m to 20m | Metre | 50.00 | 1,286.29 | 64,314.5 |
| 17 | 20m to 30m | Metre | 50.00 | 1,353.99 | 67,699.5 |
| Exploratory drilling of Boreholes down to required depth, drilling of 150mm diameter boreholes in all type of soils except hard rock and large boulders (boulder core more than 30cm), including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion / chiselling tool for advancing through occasional seams of hard strata to be employed where necessary in River bed area including standing/flowing w a t e r with all necessary arrangements except making of platform under water which shall be paid under relevant item of SOR. | — | — | — | — | |
| 18 | 0m to 10m | Metre | 50.00 | 1,469.7 | 73,485 |
| 19 | 10m to 20m | Metre | 50.00 | 1,543.55 | 77,177.5 |
| 20 | 20m to 30m | Metre | 50.00 | 1,624.79 | 81,239.5 |
| Conducting in-situ full size Plate Load Test (PLT) at selected location as per IS:1888 including making loading arrangements & casting of RCC/cast in-situ concrete footing as per codal provisions including excavation and refilling of trial pit. | — | — | — | — | |
| 21 | Plate size 45cm x 45cm | Each | 5.00 | 27,160.13 | 1,35,800.65 |
| 22 | Plate size 60cm x 60cm | Each | 5.00 | 32,534.19 | 1,62,670.95 |
| 23 | Taking out 100mm dia. & 450mm long undisturbed samples of soil from bore 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. | Each | 5.00 | 156.04 | 780.2 |
| Conducting laboratory Tests on collected soil samples as per relevant IS code | — | — | — | — | |
| 24 | Moisture Content/Dry Density | Each | 5.00 | 303.27 | 1,516.35 |
| 25 | Atterberg Limits | Each | 5.00 | 606.53 | 3,032.65 |
| 26 | Specific Gravity | Each | 5.00 | 606.53 | 3,032.65 |
| 27 | Grain size analysis including Hydrometer analysis | Each | 5.00 | 831.76 | 4,158.8 |
| 28 | Direct Shear Test | Each | 4.00 | 2,274.49 | 9,097.96 |
| 29 | Natural Density | Each | 5.00 | 682.35 | 3,411.75 |
| 30 | Consolidation Test | Each | 5.00 | 7,581.65 | 37,908.25 |
| 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. | — | — | — | — | |
| 31 | All kinds of soils | cum | 200.00 | 196.66 | 39,332 |
| 32 | Soft rock (not requiring blasting) | cum | 50.00 | 405.35 | 20,267.5 |
| 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 : | — | — | — | — | |
| 33 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | cum | 200.00 | 3,562.71 | 7,12,542 |
| 34 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) | cum | 200.00 | 3,626.12 | 7,25,224 |
| 35 | P r o v id in g 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 a n d in that case deduction shall be made as per relevant item. | cum | 500.00 | 3,645.58 | 18,22,790 |
| P r o v id in g 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 a n d in that case deduction shall be made as per relevant item. | — | — | — | — | |
| 36 | Abutment & Pier | cum | 200.00 | 3,725.25 | 7,45,050 |
| 37 | Wing wall and Return wall | cum | 200.00 | 3,725.25 | 7,45,050 |
| 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. | — | — | — | — | |
| 38 | Piles with lateral load capacity of up to 50 ton | Each | 1.00 | 21,021.68 | 21,021.68 |
| 39 | Piles with lateral load capacity of above 50 ton and up to 100 ton | Each | 1.00 | 31,809.47 | 31,809.47 |
| 40 | P r o v i d i n g 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. N o t e : 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 | 200.00 | 4,010.14 | 8,02,028 |
| 41 | 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 | 200.00 | 3,645.58 | 7,29,116 |
| Launching of precast RCC box segments of any size and barrel length for single/double line as per approved drawings to the correct alignment and position in electrified / non-electrified sections safeguarding all utilities ( S&T cable, power cable, OHE, pipelines etc.) including transportation of box segments from casting yard to site of launching, dismantling of the existing track, removing & stacking of ballast, removing surcharge, dismantling of existing bridge built with stone masonry / cement concrete including cutting of formation, placing of Box segments in position either on base slab or prepared foundation, backfilling after launching of precast box segment and compaction of earth in surcharge, ballasting & re- laying of track to correct alignment and geometry, packing and further maintenance till allowing non-stop 20 KMPH over the re-laid track, complete in all respect as per approved d r a w i n g to the satisfaction of Engineer-in-charge. The rate is all inclusive except the cost of RCC Box Segments, Base Slabs (if required) and backfill material which shall either be supplied by railway or paid extra under relevant item.Note: Unit of 'Each' here means bridge of span(s) with a total linear waterway up to 3m. | — | — | — | — | |
| 42 | Single Line Note: Minimum equipment required shall be (i) Crawler mounted Hydraulic excavator of min 200 HP and bucket capacity 2.5 cum - 3 numbers (ii) Cranes minimum 150 T capacity - 3 nos., (iii) Stone Breaker - 1 no., (iv) Road Trailer of 20 MT capacity - 1 no., (v)Tippers - 2 nos. and (vi) Tractors - 2 nos. (vii) Slope Vibratory compactor - 1 no. and other required machineries etc. in good working condition at site of work. | Each | 5.00 | 8,80,056.06 | 44,00,280.3 |
| 43 | P r o v id in g 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 using 20mm graded crushed stone aggregate and coarse sand of approved quality in jacketing of piers and abutments from bottom of foundation up to a height of 10m for designed thickness of jacketing 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 paid extra under relevant item. 2. Plasticizer 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 plasticisers at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 50.00 | 5,966.54 | 2,98,327 |
| Supply and using Cement at Worksite | — | — | — | — | |
| 44 | Ordinary Portland Cement 43 grade approved brands/makes | MT | 1000.00 | 8,153.06 | 81,53,060 |
| Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. | — | — | — | — | |
| 45 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 115000.00 | 80.14 | 92,16,100 |
| Supplying, fabrication, assembling of all types of steel girders of specified spans with structural steel conforming to Quality "B0" Grade Designation E250 conforming to IS:2062, erection / slewing / end launching of steel girders with cranes or any other approved launching methods as per site conditions (not requiring traffic block) on sub- structure including provision of trolley refuges etc., complete as per a p p r o v e d Q A P and drawings conforming to IRS-B1-2001 and other relevant codes and specifications. Note: 1. Detailed fabrication and erection drawings & launching methodology will be prepared by the contractor and got approved from Railway. 2. The rate is all inclusive including launching in position, complete in all respect except cost of (i) Painting / Metalising; (ii) Bearings & (iii) HSFG bolts which shall be paid extra under relevant item. 3. The payment shall be made on the theoretical weight of main components and gusset plates only. 4. Payment Schedule: (i) Receipt of material at site: 40% (ii) Fabrication of girders: 20% (iii) Erection/Launching: 20% (iv) Completion in all respects: 20% | — | — | — | — | |
| 46 | Plate Girder/Semi Through Girder/Composite Girder (Steel Work) | MT | 40.00 | 1,00,144.26 | 40,05,770.4 |
| 47 | Extra for using steel conforming to Grade Designation E350 instead of Grade Designation E250 of Quality "B0" as per IS: 2062 | MT | 50.00 | 3,077.26 | 1,53,863 |
| 48 | Supplying fabricating and erecting welded and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by E n g i n e e r- i n - c h a r g e . Note: The payment shall be made on the theoretical weight of main components and gusset plates only. | MT | 20.00 | 87,491.62 | 17,49,832.4 |
| Pulling & positioning of rails accurately on cess including supporting rails, providing required gap and squaring at ends for renewal preparation, as directed by Engineer in-charge. | — | — | — | — | |
| 49 | More than 40 m long rail panel | RM | 24000.00 | 13.41 | 3,21,840 |
| Dismantling and removing rail of all section & length from track, laid on any type & density of sleeper by removing fish plates, fastenings & fish bolts and other materials including stacking all released materials within an average distance of 500 metres as directed by Engineer in-charge. Note: 1.Cutting of rails shall be paid separately. 2.Work to be done under traffic block. | — | — | — | — | |
| 50 | For Through Rail Renewal work | TRM | 11380.00 | 41.65 | 4,73,977 |
| Insertion of rails of all types & length in track, laid on any type & density of sleeper to the specified gauge under traffic block. Rates include fastening of rail with sleepers with standard set of fastenings and fixing of fish plates and bolts or, if required, providing gap for welding and stacking of released material without infringement within 250m as directed by Engineer-in-Charge. Note: Rail drilling and cutting to be paid separately. | — | — | — | — | |
| 51 | For Through Rail Renewal work | TRM | 11380.00 | 42.94 | 4,88,657.2 |
| Through Sleeper Renewal (TSR) with PSC sleepers involving removal existing sleepers of any type along with fittings from track, insertion of PSC sleepers lying along the cess / formation / slope / toe within 5 metres height with all fittings to specified spacing, gauge and squareness, one round of through packing to make track fit for 20 kmph speed, dressing of ballast to standard profile, all in accordance with the latest provisions of IRPWM and stacking of all released material neatly at specified places within an average lead of 100 m as directed by Engineer in-charge. | — | — | — | — | |
| 52 | For PSC wider base sleepers - For location of work not involving deep screening | Each | 1200.00 | 331.49 | 3,97,788 |
| Fixing of fish plates with fish bolts on a joint of all rail sections duly lubricating fish plates/bolts with contractor's grease graphite in running track condition including transportation of fish plates and fish bolts from nearest station / store / level crossing. Note: Rail cutting & drilling to be paid separately. | — | — | — | — | |
| 53 | Fish plates with 4 fish bolts. | Joint | 600.00 | 179.45 | 1,07,670 |
| 54 | Fish plates of 6 bolts. | Joint | 250.00 | 248.72 | 62,180 |
| 55 | Through renewal of Metal / GFN liners in running track condition after cleaning of rail foot at liner seat, greasing of liner, liner seat and sealing of liner contact area at rail foot including removing, cleaning & lubrication of ER Clip & Insert Eye and re-driving the same with contractor's grease graphite of approved quality with all lead & lift. | Sleeper | 2200.00 | 16.26 | 35,772 |
| 56 | Lubrication of Elastic Rail Clips on PSC sleepers with contractor's grease, conforming to Railway's specifications, labour etc. complete as per procedure prescribed in latest edition of IRPWM. | ERC | 100000.00 | 2.77 | 2,77,000 |
| 57 | Removing seized ERC from SGCI inserts of existing track by using suitable approved chemicals and re- fixing after greasing of insert eye and ERC with Contractor's grease of specified quality as per provisions of IRPWM, as directed by Engineer in- charge. Note: 1.List of Seized ERC along with location shall be prepared after inspection of SSE/P.Way and marked prior to execution of this item. 2. Due care shall be taken to avoid any damage to the sleeper 3.A penalty of 50% of the basic cost of new sleeper in nearest sleeper factory shall be levied on each, if SGCI insert is broken or sleeper gets cracked in the process. | ERC | 1000.00 | 45.55 | 45,550 |
| 58 | Lubrication of gauge face of rail on curves, cross overs, points & crossings, turn-in curves and at locations as required with contractor's grease graphite grade "O" IS 408 and as directed. | RM | 22000.00 | 3.31 | 72,820 |
| 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. | — | — | — | — | |
| 59 | By using Contractor's Grease Graphite | Each | 1600.00 | 31.99 | 51,184 |
| Scattered renewal or replacement of missing / worn-out fittings with Railway's fittings for track/Points & Crossings sleepers including leading to required location for the work and the released fittings shall be collected and neatly stacked, as directed by the Engineer In charge. Note: New fittings shall be supplied from and released material shall be deposited at, nearest P.Way Stores. | — | — | — | — | |
| 60 | GRSP | Each | 600.00 | 19.21 | 11,526 |
| 61 | ERCs | Each | 1000.00 | 6.42 | 6,420 |
| 62 | Metal/GFN Liners | Each | 1000.00 | 4.28 | 4,280 |
| Cutting / cropping of rail of 60Kg - 90 UTS, manually and perfectly vertical with contractor's labour, hacksaw blade and tools & plants - Note: 1.Manual cutting should be used only in emergencies with prior permission of sectional ADEN where machine cutting can not be arranged in time. 2. Cutting of Rails with blade and forcing to part by using other means to break the rails is prohibited. 3.Rails should be cut right through hacksaw blades only. | — | — | — | — | |
| 63 | On Cess | Each | 150.00 | 313.47 | 47,020.5 |
| Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge : | — | — | — | — | |
| 64 | Rail section of 52Kg and above | Each | 1300.00 | 106.31 | 1,38,203 |
| 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. | — | — | — | — | |
| 65 | Under Conditions not requiring Traffic Block | Set | 10.00 | 6,189.3 | 61,893 |
| 66 | Dismantling & removing existing SEJ (Switch Expansion Joint) assembly during 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. | Set | 10.00 | 8,346.7 | 83,467 |
| 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. | — | — | — | — | |
| 67 | 1 in 8½ Turnout (Under Traffic Block) | Set | 5.00 | 28,561.89 | 1,42,809.45 |
| 68 | 1 in 12 Turnout (Under Traffic Block) | Set | 10.00 | 32,788.7 | 3,27,887 |
| Under conditions not requiring Traffic Block: Dismantling of existing BG turnouts, diamond crossings and derailing switches with all types of r a i l s 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. | — | — | — | — | |
| 69 | Derailing Switch (Under conditions not requiring Traffic Block). | Set | 5.00 | 5,201.9 | 26,009.5 |
| Assembling all types of Switches on staging, clear of infringements, to correct gauge and alignment as per standard drawings with all types of rail sections over PSC sleepers at specified locations, duly leading rails, special sleepers, switches with a maximum lead of 500m, all lift & crossing of track as required including cutting, drilling, fixing of all components, fittings etc. with housing of tongue rails as per requirement of signaling including lubrication of fittings/fastenings, complete in all respect. Note: Required P.Way fittings shall be supplied at SSE/P.Way stores. | — | — | — | — | |
| 70 | 1 in 8½ Turnouts | Set | 5.00 | 16,598.25 | 82,991.25 |
| 71 | 1 in 12 Turnouts | Set | 10.00 | 19,164.42 | 1,91,644.2 |
| 72 | Derailing Switch | Set | 5.00 | 7,834.91 | 39,174.55 |
| Manual deep screening of Plain track/ turnouts as per procedure prescribed in IRPWM, June 2020 or latest, on PSC sleepers of any density and throwing away screened muck arising out of screening on toe of bank or on cess, if low or on spoil banks above top of cutting (including throwing and 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) as per direction of Engineer in-charge, including cutting cess for effective drainage on both sides, one round of kutcha packing with screened ballast and further attending to track parameter to make track fit for 20 kmph speed complete in all respect. Note : Payment shall be made for length along main line only for turnouts. | — | — | — | — | |
| 73 | Depth of 300 mm below bottom of sleeper - For Plain Track : | TRM | 1300.00 | 539.16 | 7,00,908 |
| Recoupment of ballast in running line with railway's stone ballast from existing stacks available along alignment either on top of cutting or on cess or at toe of bank by head leads or by any other means and spreading to make up deficiency in the required profile with contractor's labour, tools & plants, as directed by Engineer-in-charge. Note: Payment shall be made based on ballast stack measurement. | — | — | — | — | |
| 74 | For average lead up to 50m and lift up to 5m | cum | 11800.00 | 95.52 | 11,27,136 |
| 75 | Extra over item no. 082011 for each additional average lead of 50m or part thereof when total average lead exceeds 50m, but up to 250m. Note: This item may be used only in exceptional circumstance under prior order on record. | Each | 4000.00 | 25.27 | 1,01,080 |
| 76 | 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 | 1800.00 | 165.69 | 2,98,242 |
| 77 | 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 | 13000.00 | 24.39 | 3,17,070 |
| 78 | Removing, screening and salvaging ballast from track, duly digging / scarifying ballast by beaters / wire brushes or any mechanical means, leveling and dressing formation with specified cross slope after salvaging ballast, separating muck by screening the salvaged ballast with contractor's 20mm size sieve, stacking of screened ballast for measurement, disposing off muck at specified locations with all lead & lifts as directed by Engineer in-charge. Note: Payment shall be made for quantity of ballast stacked after screening of retrieved ballast from track. | cum | 1600.00 | 287.07 | 4,59,312 |
| Manufacturing and Supply of Alumino thermic welding portions of 52Kg/60 Kg/60EI-R260 as approved by RDSO for welding of rails 52Kg/60Kg/60EI- R 2 6 0 kg for 25mm gap by the process of AT welding along with complete accessories confirming to the specification laid down in Indian Railway Standard specification No.IRST-19-2020 up to date correction slips with Single shot crucible fitted with Automatic Tapping Thimble, 3 pieces pre fabricated mould (Zircon washed) manually pressed using compressed air petrol/LPG pre heating for execution of welding of rail joint as directed by the engineer in charge at site. Note: 1. The accessories along with welding portion shall be supplied as per Annexure-I of the IRUSSOR - 2 0 2 1 . 2. Rate is inclusive of transportation of above to SSE/P.Way stores. | — | — | — | — | |
| 79 | For 60Kg 90 UTS Rails | Each | 60.00 | 2,384.44 | 1,43,066.4 |
| 80 | For 60Kg/60EI- R260 rails | Each | 60.00 | 2,318.21 | 1,39,092.6 |
| 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. | — | — | — | — | |
| 81 | For 60 Kg - 90 UTS Rail | Each | 30.00 | 4,465.53 | 1,33,965.9 |
| 82 | For 60 Kg/60EI - R260 grade Rail | Each | 100.00 | 4,391.94 | 4,39,194 |
| 83 | Dismantling of existing LWR/SWR track of any structure, removing rails, 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. | TRM | 2000.00 | 165.16 | 3,30,320 |
| 84 | Dismantling existing sand humps in yards from end of turnout to end of sand hump. Scope includes dismantling of track and brick / stone masonry on either sides of track, removing sand and earth to the required level including clearing site and stacking released materials within maximum lead of 250m, clear of infringement, complete and as directed. | Each | 6.00 | 12,405.36 | 74,432.16 |
| 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. | — | — | — | — | |
| 85 | For rails/panels of more than 40m length - Under Conditions not requiring Traffic Block | RM | 32000.00 | 28.45 | 9,10,400 |
| Providing Centre Line / Rail Level, reference Pegs on formation at an interval of 30 metres on one side or at centre of proposed / existing track, as directed by engineer in-charge for linking of new track / CTR / Deep Screening / Lifting / Lowering works, duly embedding in formation including marking with contractor's paint. Note: (1) Rails/tie bar of suitable size bar shall be supplied by the Railways from nearest Stores Depot. In case of hard wood peg, the hard wood will be supplied by the c o n t r a c t o r. (2) Excavation and concrete work, if required, will be paid separately. | — | — | — | — | |
| 86 | With contractor's hard wood pegs of 50 mm dia and 60 cm long | Each | 600.00 | 122.77 | 73,662 |
| 87 | Installation of reference points for track centre line in main and loop lines, in straight or curve portion, SRJ for turnouts, heel of crossing (HOC), locations of derailing switches, switch expansion joints etc. away from formation on firm ground at known offset with MS Angles of 50mmx50mmx5mm thick of length 1.80 m each, founded in concrete block of size 30cm x 30cm x 45cm of nominal mix 1:3:6, including painting to reference pegs with two coats of enamel paints on exposed surface, as directed by Engineer In charge. Note: Earth work and Cement concrete will be paid under relevant items. | Each | 150.00 | 497.76 | 74,664 |
| 88 | Spreading of ballast, from existing stacks available along formation on top or at 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. | cum | 16000.00 | 45.58 | 7,29,280 |
| 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. | — | — | — | — | |
| 89 | For sleeper density of 1660 sleepers per km | TRM | 13500.00 | 258.59 | 34,90,965 |
| 90 | Linking of track on Girder Bridge with Steel Channel/H-beam sleepers as per approved drawings including leading of running and guard rails, sleepers and fittings, bending of guard rails, notching, drilling of holes, cutting of rails etc. as per IRPWM with latest correction slips and making track structure fit for normal s p e e d . N o t e : 1) Rails, Steel Channel/H-beam sleeper and all fittings will be supplied by Railways. 2)Transportation of track material if supplied beyond 250m of bridge approaches, shall be paid separately under relevant item. | TRM | 150.00 | 516.8 | 77,520 |
| 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. | — | — | — | — | |
| 91 | Maximum Shifting / Slewing up to 1 metre | TRM | 800.00 | 192.21 | 1,53,768 |
| 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. | — | — | — | — | |
| 92 | For Full day (8 hrs ) | Each | 100.00 | 3,193.66 | 3,19,366 |
| 93 | For Half day (4 hours) | Each | 100.00 | 2,055.74 | 2,05,574 |
| 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%. | — | — | — | — | |
| 94 | Completion drawing yard at junction station | Each | 2.00 | 8,387.2 | 16,774.4 |
| 95 | Completion drawing way side station | Each | 2.00 | 3,303.03 | 6,606.06 |
| Through packing of track, as per procedure prescribed in latest edition o f Indian Railways Permanent Way Manual | — | — | — | — | |
| 96 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 24000.00 | 96.79 | 23,22,960 |
| 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. | — | — | — | — | |
| 97 | For PSC Sleeper | TRM | 10000.00 | 82.96 | 8,29,600 |
| 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. | — | — | — | — | |
| 98 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 11000.00 | 127.76 | 14,05,360 |
| 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. | — | — | — | — | |
| 99 | 1 in 8½ PSC layout | Set | 10.00 | 10,631.25 | 1,06,312.5 |
| 100 | 1 in 12 PSC layout | Set | 20.00 | 13,828.92 | 2,76,578.4 |
| 101 | 1 in 8½ Derailing Switch | Set | 8.00 | 1,514.21 | 12,113.68 |
| 102 | Packing of isolated loose PSC sleepers on plain track below the bottom of t h e sleepers and surrounding through out its length duly opening two galas on either side of the renewed sleepers and packing the sleeper to bring the track to normal speed including gauging, aligning, squaring of sleepers and sectioning of ballast to the required profile with all contractor's labour, tools and plant etc. including all lead and lift and crossing of tracks where ever necessary complete and as directed by the Engineer-in-charge. | Sleeper | 1200.00 | 75.21 | 90,252 |
| Slewing and realigning of curves under traffic line block condition, as directed by Engineer in-charge with contractor's labour, tools & plants, as required with general lift up to 25mm including one round of through packing, ballast profiling, loosening/tightening of P.Way fittings, if required and other incidental works. Note: Payment will be made based on average slew calculated in each 50m length of track by averaging absolute values of positive and negative value of slews. | — | — | — | — | |
| 103 | PSC Sleeper track - Maximum slew more than 150mm | TRM | 1300.00 | 193.98 | 2,52,174 |
| 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. | — | — | — | — | |
| 104 | Without Rail tensor | TRM | 12000.00 | 32.67 | 3,92,040 |
| Fixing Joggled Fish Plates with bolt / clamp (supplied by Railway from nearest SSE Store) in running track conditions at welds on rail, as directed by engineer in-charge (drilling of holes in rail, if required, shall be paid separately). | — | — | — | — | |
| 105 | With 2 bolts | Set | 1100.00 | 102.55 | 1,12,805 |
| 106 | With Clamps | Set | 400.00 | 146.02 | 58,408 |
| 107 | Providing wooden blocks under weld joint duly transporting Railway's released wooden blocks with rail screw / dog spikes and doing packing, as directed under traffic condition. Note: Wooden blocks, rail screws/dog spikes will be supplied free at SSE/P.Way depot. | Each | 1450.00 | 153.86 | 2,23,097 |
| 108 | Removing the existing wooden blocks under joint, duly removing fittings, transporting and stacking material wise in a countable manner and handing over the wooden blocks & fittings at PWI's Depot or as directed by Engineer in charge. | Each | 1450.00 | 42.6 | 61,770 |
| 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. | — | — | — | — | |
| 109 | One mobile Gang comprising of 15 physically fit labours plus 1 Mate.Note: (1) In 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 Tr u c k 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. | Gang Day | 180.00 | 13,153.17 | 23,67,570.6 |
| 110 | One Gang comprising of 20 physically fit labours plus 1 Mate.Note: In case, contractor provides less no. of Labour/Mate, payment will be deducted for each such labour @ 10% of the accepted item rate. | Gang Day | 180.00 | 14,299.88 | 25,73,978.4 |
| 111 | Replacing existing glued joint rail with cut rails or with glued joint rail or 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. | Each | 50.00 | 1,685.87 | 84,293.5 |
| 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. | — | — | — | — | |
| 112 | For 60 Kg Rails | RM | 4000.00 | 53.3 | 2,13,200 |
| Anti-corrosive painting of rail on running track of any sleeper density on web, foot etc. including liner contact area (excluding bottom of foot) and fishing plane as per requirement with two coats of thickness of 100 microns each by bituminous black paint confirms to IS- 9862 of reputed make including painting of liners, ERCs and including surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM Note: 60% of payment shall be made if painting on only gauge face side is done. | — | — | — | — | |
| 113 | For 60 Kg Rails | TRM | 1600.00 | 73.34 | 1,17,344 |
| 114 | Anti-corrosive painting to weld collar for Thermit welded rail joints on track or on cess for new welded joints to protect against severe corrosion for any rail section with one coat of high build epoxy paint (two pack) of reputed make confirming to RDSO Specification M&C/PCN-111/99 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. | Each | 1500.00 | 46.5 | 69,750 |
| 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. | — | — | — | — | |
| 115 | 1 in 12 Turnout | Set | 10.00 | 1,126.44 | 11,264.4 |
| 116 | 1 in 8½ Turnout | Set | 5.00 | 718.94 | 3,594.7 |
| 117 | Derailing Switch | Set | 5.00 | 359.47 | 1,797.35 |
| 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. | — | — | — | — | |
| 118 | LWR / SEJ Board | Each | 15.00 | 150.81 | 2,262.15 |
| 119 | Curve Post | Each | 20.00 | 91.67 | 1,833.4 |
| 120 | Curve Board | Each | 20.00 | 150.81 | 3,016.2 |
| 121 | Curve details, SE, Versine, Station Nos. etc. per station. | Each | 80.00 | 49.85 | 3,988 |
| 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. | — | — | — | — | |
| 122 | For day time block working | TRM | 3000.00 | 17.66 | 52,980 |
| 123 | New Line Section, not opened for traffic | TRM | 50000.00 | 9.67 | 4,83,500 |
| 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 p o i n t s (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. | — | — | — | — | |
| 124 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 10.00 | 8,669.97 | 86,699.7 |
| 125 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 30.00 | 10,088.72 | 3,02,661.6 |
| 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. | — | — | — | — | |
| 126 | 1 in 8½ Turnouts | Set | 5.00 | 5,201.98 | 26,009.9 |
| 127 | 1 in 12 Turnouts | Set | 10.00 | 6,053.23 | 60,532.3 |
| 128 | Derailing Switch | Set | 5.00 | 1,915.53 | 9,577.65 |
| Providing lighting arrangements with halogen lamps on and around machine during machine working in night time blocks, with contractor's generator, consumables, all necessary electrical fittings, operators etc. Note: 1. Lighting arrangement is to be provided as per advance planning of Night Blocks and written communication. 2. In case lighting arrangement is made available but not used due to non- availability of block, payment @ 60% of the item rate shall be made. 3. In place of Halogen, LED lamps of equal lumen capacity may be used with the approval of Engineer -in-Charge. 4. If lighting arrangement fails during block, recovery shall be made twice the rate per day. | — | — | — | — | |
| 129 | CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W) | Night | 50.00 | 4,112.49 | 2,05,624.5 |
| 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) | — | — | — | — | |
| 130 | 60 Kg - 110/90 UTS - Outside Track | Each | 500.00 | 258.52 | 1,29,260 |
| 131 | 60 Kg - 110/90 UTS - On Running Line | Each | 400.00 | 329.59 | 1,31,836 |
| 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. | — | — | — | — | |
| 132 | Outside Track | Each | 8000.00 | 47.01 | 3,76,080 |
| 133 | On Running Line | Each | 2000.00 | 62.36 | 1,24,720 |
| Loading of rails of any section and length up to 1 3 metres in Wagons / Truck / trailer including lead up to 50 metres and lift up to 5 metres. | — | — | — | — | |
| 134 | In Wagon where mechanical handling is possible a n d traffic block is not required or in Truck/trailer. | MT | 5000.00 | 116.79 | 5,83,950 |
| Loading of tongue rail, stock rail, switch assembly and crossings of any section and length, SEJ, Glued joint etc. with / without P.Way fittings and fastenings, in Wagon / Truck / trailer including lead up to 250 metre and lift up to 5 metre. | — | — | — | — | |
| 135 | In Wagon where mechanical handling is possible a n d traffic block is not required or in Truck/trailer. | MT | 600.00 | 115.27 | 69,162 |
| 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. | — | — | — | — | |
| 136 | For lead up to 500 metre. | MT | 25.00 | 356.93 | 8,923.25 |
| 137 | For lead beyond 500 metre and up to 1 Km. | MT | 25.00 | 459.92 | 11,498 |
| 138 | Extra to Item no. 171031 and 171032 with contractor's Rail Dolly / Dip Lorry | MT | 25.00 | 12.81 | 320.25 |
| Unloading of rails of any section and length up to 13 metre, in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/trailer including lead up to 50 metre, lift up to 5 metre and stacking in prescribed manner. | — | — | — | — | |
| 139 | From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer. | MT | 2500.00 | 86.39 | 2,15,975 |
| 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. | — | — | — | — | |
| 140 | During period of traffic block | MT | 2000.00 | 27.47 | 54,940 |
| Loading of 52kg / 60kg PSC line and special sleepers beyond 2.75 metre length including existing fittings and fastenings in Depot / Station / Mid- section between stations in a neat manner to departmental material train (DMT) or contractor's / Railway's Truck/trailer with crane or any other means including crossing of one track with free lead up to 250 metre and lift up to 5 metre, if required with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. | — | — | — | — | |
| 141 | I n Wagon/Truck / trailer where mechanical handling is possible and traffic block is not required. | MT | 1500.00 | 114.83 | 1,72,245 |
| 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. | — | — | — | — | |
| 142 | For lead up to 500 metres | MT | 5000.00 | 277.85 | 13,89,250 |
| 143 | For lead beyond 500 metre and up to 1 Km | MT | 3000.00 | 411.36 | 12,34,080 |
| 144 | Extra to Items no. 172032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 30000.00 | 42.66 | 12,79,800 |
| 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. | — | — | — | — | |
| 145 | Lead up to 5 Km | MT | 400.00 | 159.36 | 63,744 |
| 146 | Lead beyond 5 Km and up to 10 km | MT | 125.00 | 200.54 | 25,067.5 |
| 147 | Lead beyond 10 Km and up to 20 km | MT | 125.00 | 256.56 | 32,070 |
| 148 | Lead beyond 20 Km and up to 30 km | MT | 125.00 | 324.75 | 40,593.75 |
| 149 | Lead beyond 30 Km and up to 50 km | MT | 100.00 | 419.4 | 41,940 |
| 150 | Lead beyond 50 Km and up to 100 Km | MT | 350.00 | 625.38 | 2,18,883 |
| 151 | Lead beyond 100 Km and up to 150 Km | MT | 125.00 | 934.02 | 1,16,752.5 |
| 152 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 100000.00 | 3.15 | 3,15,000 |
| 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. | — | — | — | — | |
| 153 | Lead up to 5 Km | MT | 1000.00 | 52.99 | 52,990 |
| 154 | Lead beyond 5 Km and up to 10 km | MT | 7500.00 | 94.18 | 7,06,350 |
| 155 | Lead beyond 10 Km and up to 20 km | MT | 7500.00 | 150.2 | 11,26,500 |
| 156 | Lead beyond 20 Km and up to 30 km | MT | 4000.00 | 218.39 | 8,73,560 |
| 157 | Lead beyond 30 Km and up to 50 km | MT | 6000.00 | 313.03 | 18,78,180 |
| 158 | Lead beyond 50 Km and up to 100 Km | MT | 6000.00 | 519.02 | 31,14,120 |
| 159 | Lead beyond 100 Km and up to 150 Km | MT | 5500.00 | 827.65 | 45,52,075 |
| 160 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 4800000.00 | 3.15 | 1,51,20,000 |
| Unloading of 52kg / 60kg PSC line and special sleepers up to 2.75 metre length in Depot / Station / Mid-section between stations in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up to 250 metre & lift up to 5 metre with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. | — | — | — | — | |
| 161 | From Truck / Trailer | MT | 10000.00 | 84.43 | 8,44,300 |
| Unloading of 52kg / 60kg PSC special sleepers beyond 2.75 metre length in Depot / Station / Mid-section between stations in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up to 50 metre & lift up to 5 metre with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. | — | — | — | — | |
| 162 | From Truck / Trailer | MT | 1500.00 | 88.06 | 1,32,090 |
| Spreading of New / SH , normal or wider base PSC sleepers from stack along track on either side for different leads with all lifts by any means. | — | — | — | — | |
| 163 | For a lead up to 500m | Each | 25000.00 | 64.38 | 16,09,500 |
| 164 | Extra to Item no. 172081 for additional lead of every 500m or part thereof beyond 500 m | Each | 20000.00 | 43.1 | 8,62,000 |
| 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. | — | — | — | — | |
| 165 | From Truck / Trailer | MT | 400.00 | 117.93 | 47,172 |
| 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. | — | — | — | — | |
| 166 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 500.00 | 351.11 | 1,75,555 |
| 167 | All type of PSC sleepers | MT | 500.00 | 383.69 | 1,91,845 |
| 168 | P.Way fittings of all types and other similar loose items | MT | 50.00 | 358.83 | 17,941.5 |
| 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. | — | — | — | — | |
| 169 | Caution Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 5.00 | 6,066.05 | 30,330.25 |
| 170 | Speed Indicator Board of equilateral triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 20.00 | 5,128.99 | 1,02,579.8 |
| 171 | Termination Indicator Board of Circular shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long | Each | 10.00 | 7,723.13 | 77,231.3 |
| 172 | Manufacturing, supplying and fixing Curve Indicator / Point Indicator / SEJ 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) | Each | 50.00 | 822.97 | 41,148.5 |
| Erection or removal of temporary Engineering Indicator Board or any other board at specified locations without causing infringement to track etc. complete and as directed. | — | — | — | — | |
| 173 | For erection | Each | 50.00 | 237.68 | 11,884 |
| 174 | For removal | Each | 50.00 | 192.8 | 9,640 |
| 175 | Supply and fixing in position pre-cast cement concrete Fouling Mark as per approved drawing at station yard, duly painting the top surface and slopes with white enamel paint in two coats and inscribed letters with black of Fouling Mark, complete in all respects with all labour, materials including cement, tools and plants etc. | Each | 50.00 | 476.92 | 23,846 |
| 176 | Providing and erecting water proof Gypsy Tent of size 3m x 3m for a specific period of time and removal of the same after completion of work or as directed by Engineer in-charge. | Day | 150.00 | 489.55 | 73,432.5 |
| 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. | — | — | — | — | |
| 177 | Office Table of size 1.2m x 0.9m per day | Each | 180.00 | 82.95 | 14,931 |
| 178 | Office Chairs with cushioned seat, back and arms per day | Each | 200.00 | 34.61 | 6,922 |
| Removing /Re-erecting existing Gradient Post / Kilometre Post, duly demolishing concrete foundation, fixing the post in cement concrete foundation as per drawing with 1:3:6 mix using 20mm hard aggregate, as directed (Cost of concrete work will be paid under relevant item separately). | — | — | — | — | |
| 179 | For Removing | Each | 20.00 | 214.96 | 4,299.2 |
| 180 | For Fixing / Re-erecting | Each | 20.00 | 214.96 | 4,299.2 |
| 181 | Providing and fixing Trolley Refuge of size 3.0m x3.0m on cess, placing w i t h 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 | 500.00 | 3,716.79 | 18,58,395 |
| Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site. | — | — | — | — | |
| 182 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 400.00 | 794.59 | 3,17,836 |
| 183 | Hydra or similar tyre mounted Pick-n- Carry crane of 12T capacity for misc. works of handling of material | Hour | 400.00 | 942.83 | 3,77,132 |
| 184 | Tractor with Trolley for local transportation or other misc. works. | Hour | 200.00 | 200.69 | 40,138 |
| 185 | Arranging labour as and when required by the Engineer in charge, for various works under SSE/P.Way, w i t h contractor's T&P, equipments, hand signal flags, etc. as per specifications, special conditions and detailed scope of work as furnished in the tender and as directed by the Engineer in charge. Note: Item shall be operated with prior approval of concerned Sr. DEN / DEN in charge. | Day | 800.00 | 651.58 | 5,21,264 |
| 186 | Manufacture and supply of Precast gradient Posts of size 1.65 x 0.60 x 0.075 m in RCC 1:2:4 mix, engraving letters and leading to work spot, fixing in position with CC 1:3:6 concrete duly making pits of size as required, painting the post, writing the letters on both sides of posts in 2 coats with enamel paint of approved quality to the Railways drawings/IRPWM with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in- charge. Note: Excavation, Concrete and steel work will be paid under relevant items. | Each | 10.00 | 507.41 | 5,074.1 |
| Schedule total | ₹12,73,32,487.31 | ||||
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
New IRPWM up to CS 16
ATTACHMENT
GCC-2022-ACS101_compressed.pdf
ATTACHMENT
PCEsSafelyCircularNo.103Revised.pdf PCE Safely Circular No 103
ATTACHMENT
E MB implementation
ATTACHMENT
RBletteronAnnexureV.pdf
ATTACHMENT
Tender Document
ATTACHMENT
GCCACS111_compressed.pdf
ATTACHMENT
PCEsSafelyCircularNo.103Revised.pdf
ATTACHMENT
ImplementationofContractore-MeasurementBook.pdf
ATTACHMENT
NEWIRPWMCORRECTEDUPTOACS-16_compressed.pdf
ATTACHMENT
TenderDocument-CEN-2026-27-09.pdf
ATTACHMENT
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at [email protected].