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Tender Value
₹2.9 Cr
EMD Value
₹5.9 L
Closing Date
27 Aug 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
(PH-31)
TENDER
16 conditions · 2 needing a document upload
10.2. 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.
Technical Eligibility Criteria: As per Clause 10.1 of Part-I of IRSGCC-2022 with advance correction slip and up to date (a) 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.
Defination of Similar Work :- Experience in any track work.
(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 of IRSGCC-2022 with advance correction slip and up to date: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, 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.
27 conditions · 4 needing a document upload
Whether required test certificates/samples, if any have been uploaded?
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.
The tenderer shall clearly specify whether the tender is submitted on his Own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) I Registered Society/ Registered Trust / Hindu Undivided Family( HUF) / Limited Liability Partnership (LLP) etc. , The tenderer(s) shall enclose the attested copies of the requisite documents (including Power of Attorney, if opted) for constitution of their concern as per Cl.14 of GCC-Part-l and as per a)Clause 17 of GCC - Part-1, for JV b)Clause 18 of GCC - Part-I, for Partnership Firm.
Copies of the following documents are to be uploaded: (i) Details such as Name of the tenderer/ Contractor, Validity of DSC, Complete address with pin code, contact number (ii) Copy of PAN card (iii) Copy of GSTIN card.
A copy of NEFT form duly filled in the details as necessary to be uploaded. (The Tenderer/Contractor not having NEFT form may down load the empty NEFT form available in Document site)
Submission of Annexure-V under document verification certificate- As per Advance Correction Slip No.2 dt.13/12/2022 to GCC - 2022, the tenderers shall submit copy of certificate stating that they are not liable to be disqualified and all their statements/documents submitted along with bid are true and factual. Standard format of the certificate to be submitted by the bidder in form Annexuere-V Non-submission of the above Certificate(s) by the bidder shall result in summarily rejection of his/their bid.
Submission of Annexure-V(A) under Document Verification Certificate. In case of other than company/Proprietary firm, Annexure-V(A) shall also be submitted by the each member of a Partnership Firm/ Joint Venture (JV) /Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc., as the case my be. Non-submission of the above Certificate(s) by the bidder shall result in summarily rejection of his/their bid.
Complete Track renewal (Primary) by SQRS for a length of 7.20 km at various locations from between AYN and GOC stations in TPJ -TJ section.
TPJ-15-2026-03~SR
TPJ-15-2026-03
Open
Works - General
8 Months
Chennai, Tamil Nadu
₹0
₹5.9 L
27 Aug 2026
5 Aug 2026
13 Aug 2026
69 items across 1 schedule · ₹2,32,03,055.52 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | More than 40 m long rail panel | RM 14400.00 | — | 16.1 | 2,31,840 |
| 2 | For Through Rail Renewal work | TRM 277.00 | — | 49.89 | 13,819.53 |
| 3 | For Through Rail Renewal work | TRM 277.00 | — | 51.45 | 14,251.65 |
| 4 | For PSC wider base sleepers - For location of work involving deep screening. (deep screening to be paid separately) | Each 11952.00 | — | 222.67 | 26,61,351.84 |
| 5 | Fish plates of 6 bolts. | Joint 2428.00 | — | 337.52 | 8,19,498.56 |
| 6 | 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 44.00 | — | 58.37 | 2,568.28 |
| 7 | 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 1662.00 | — | 6.03 | 10,021.86 |
| 8 | By using Contractor's Grease Graphite | Each 554.00 | — | 42.74 | 23,677.96 |
| 9 | Rail section of 52Kg and above | Each 2400.00 | — | 123.43 | 2,96,232 |
| 10 | Renewal of existing SEJ with improved SEJ with PSC sleepers under traffic block conditions as per approved drawing including fixing of special size bearing plate, rubber pad and other sleeper / rail fittings, greasing to the fittings, leading rails, sleepers & fittings to site, leading and stacking of released materials within a lead of 250m, cutting of Rails, drilling of holes, fixing of related fittings, providing temporary connection with fishplates till welding of SEJ is done and sleepers shall be given initial packing to make track fit for 20KMPH speed. Note: (1) Rail cutting and hole drilling shall be paid separately. (2) One set comprise complete SEJ on both rails at SEJ. | Set 4.00 | — | 9,598.52 | 38,394.08 |
| 11 | Depth of 150 mm below bottom of sleeper of Plain Track | TRM 277.00 | — | 391.82 | 1,08,534.14 |
| 12 | 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 7200.00 | — | 29.22 | 2,10,384 |
| 13 | 25mm gap 'in-situ' welding during traffic block using Railway's welding portion & Welder 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 j o i n t , 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. Only welding portion and related accessories as per Annexure - I and Welder shall be supplied by Railways. 2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 3. 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. | Each 203.00 | — | 1,806.57 | 3,66,733.71 |
| 14 | Cess repair/widening work as per RDSO Specifications and guidelines RDSO/2020/GE: IRS-0004 or latest in running line with suitable soil to the designed profile The work shall include uprooting and disposing of all the vegetation, benching at every 30 Cm vertical height, earthwork in benching portion and compaction using suitable slope vibratory Rollers/Compactors etc. to achieve prescribed MDD. Note: 1. Payment of cess repairs shall be based on the quantities worked out from the cross sectional calculations only and worked out from the initial ground levels before doing benching and final levels as done for new embankment. The earth work in benching portion shall not be paid extra as the same has been included in the rate. 2. The earth work shall be started only after Completing of the benching and certified. 3. The benching Work shall be done for a maximum height of 1.50 m at any time based on the progress of earthwork starting from toe of the embankment. | cum 7200.00 | — | 1,014.51 | 73,04,472 |
| 15 | Maximum Shifting / Slewing up to 1 metre | TRM 831.00 | — | 229.57 | 1,90,772.67 |
| 16 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM 277.00 | — | 115.94 | 32,115.38 |
| 17 | Without Rail tensor | TRM 7200.00 | — | 51.02 | 3,67,344 |
| 18 | With Clamps | Set 203.00 | — | 172.85 | 35,088.55 |
| 19 | 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 7.00 | — | 61.69 | 431.83 |
| 20 | 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 40.00 | — | 1,999.79 | 79,991.6 |
| 21 | With Contractor's hard wood block. | Each 554.00 | — | 4,425.05 | 24,51,477.7 |
| 22 | For 60 Kg Rails | TRM 7200.00 | — | 96.39 | 6,94,008 |
| 23 | Unloading of mono-block PSC sleepers in PQRS Depot using Railway's Portal crane from wagons and stacking them at the end of Assembling Line with all leads & lift. Note: 1.Unloading to be done within the stipulated time as and when loaded BFRs are received, so as to hand over empty BFRs without demurrage; 2.If unloading is not done within the stipulated time, the demurrage raised by the Railways shall be borne by the Contractor. 3.Contractor has to arrange necessary tools etc., complete for unloading from BFR's and stacking. | Each 12039.00 | — | 7.03 | 84,634.17 |
| 24 | Assembling of 13m / 12.6m long track panels in PQRS Depot by spreading PSC sleepers already unloaded and stacked, to correct spacing as per specified sleeper density per km, using Railway's portal crane, placing service rails on them and fixing rails to sleepers with standard fastening properly to get correct gauge with all contractor's labour, tools, plants etc. | TRM 346.00 | — | 43.81 | 15,158.26 |
| 25 | Loading pre-assembled panels with PSC sleepers in layers on BFR with Railway's Portal Crane in PQRS Depot, complete in such a manner that it may be dispatched in train formation to mid section, as directed by engineer in-charge. | TRM 346.00 | — | 6.31 | 2,183.26 |
| 26 | PQRS: Pre Block activity: Removing of the existing ballast from crib portion of the full length of existing PSC sleeper and further up to the bottom of sleepers to accommodate new sleeper and dumping the ballast so removed on the shoulders/cess with contractor own labour, tools and plants etc, complete with all lead and lift and as directed by the Engineer-in-charge at site including crossing of track wherever necessary. | TRM 7200.00 | — | 36.02 | 2,59,344 |
| 27 | PQRS: During line block activity: Dismantling existing track, levelling disturbed and uneven surface of bed up to bottom of sleeper, Loading the released panels in to BFR with Railway's portal cranes, Placing new panels from BFRs on to track with Railway's portal crane, Linking of Track with all fittings, placing ballast as required in crib and shoulders, aligning and surfacing of track, attending track parameters and initial packing to track to allow traffic at restricted speed of 20 kmph with contractor's labour, tools etc, complete and lead & lift as directed by the Engineer-in-charge at site including crossing of track wherever necessary. Note: The PQRS cranes with fuel and operators will be provided by Railway. | TRM 6923.00 | — | 45.79 | 3,17,004.17 |
| 28 | PQRS: Post Block activity, Pulling back the left over ballast from shoulders/cess in to track and dumping in cribs and shoulders, regulating and boxing with available ballast to facilitate surfacing of track during lifting with contractors own labour, tools etc, complete and lead & lift as directed by the Engineer-in-charge at site including crossing of track wherever necessary. | TRM 7200.00 | — | 24.19 | 1,74,168 |
| 29 | With Railway's portal crane for PSC sleeper track | TRM 346.00 | — | 70.64 | 24,441.44 |
| 30 | Mechanised loading of all types of rails on BFRs in PQRS Depot with Railway's cranes, as directed by engineer in-charge. | RM 346.00 | — | 11.2 | 3,875.2 |
| 31 | Providing group of 2 men for doing various miscellaneous works for Railway's PQRS cranes (one set of 2 portals) for proper upkeep of crew rest van / rest room, as directed by the machine in-charge by : (1) Fuelling the machine, duly bringing diesel / hydraulic oil from the stacked drums; (2) Bringing water to the staff rest van or staff rest room, cleaning rest van / rest room, cooking food for Track Machine staff or bringing food from outside (cost of food shall be borne by the staff concerned). | Day 48.00 | — | 1,552.01 | 74,496.48 |
| 32 | Guarding and watching the Track machine / group of machines, spare parts, oils, grease etc. of PQRS cranes (one set of 2 portals) during day and night time in a shift of 12 hours each, at all locations wherever necessary, as instructed by the machine in-charge. Note: One shift comprises of 12 hours. | Shift 96.00 | — | 872.07 | 83,718.72 |
| 33 | Laying of auxiliary track with all types of rails, already available on cess, fixing rails on wooden blocks / CST-9 pots at 2m interval, true to square, to required alignment & level, fixing with spikes / screws / keys, linking rails with fish plates, bolts & nuts to a gauge of 3400mm (with reference to centre line of existing BG track), levelling both the rails to same plane as that of BG track over stone ballast by way of removing ballast from shoulders of existing track, providing one round of packing. Subsequently, dismantling auxiliary track after completion of PQRS work at site by way of removing wooden blocks / CST-9 pots and carrying same to next stretch / location, if required, where auxiliary track has to be laid and spreading the same at required locations and leaving rails there itself for carrying out TRR work later. | TRM 6577.00 | — | 48.81 | 3,21,023.37 |
| 34 | For rails above 40m length | TRM 6577.00 | — | 120.9 | 7,95,159.3 |
| 35 | For day time block working | TRM 7200.00 | — | 21.05 | 1,51,560 |
| 36 | Level crossing with asphalted surface | Sqm 222.00 | — | 442.84 | 98,310.48 |
| 37 | Carrying out various miscellaneous works, for proper upkeep of crew rest van / rest room as directed by machine in-charge of Track Machines by providing a team of 2 labours for 12 hours shift, broadly mentioned hereunder:(1) Bringing water from nearby source and cleaning machine with water jet or any suitable means;(2) Fuelling machine duly bringing diesel / hydraulic oil from the stacked drums;(3) Bringing water to staff rest van or staff rest room, cleaning rest van / rest room, cooking food for Track Machine staff or bringing food from outside (cost of food shall be borne by the staff concerned).;(4) Guarding & watching machines, spare parts, oils, grease etc. during day and night time at all locations, wherever necessary, as instructed by the machine in-charge;(5) In case, contractor provides less no. of Labour/Mate, payment will be deducted for each such person @ 75% of the accepted item rate. | Shift 82.00 | — | 1,552.01 | 1,27,264.82 |
| 38 | CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W) | Night 42.00 | — | 6,018.76 | 2,52,787.92 |
| 39 | 60 Kg - 110/90 UTS - On Running Line | Each 840.00 | — | 383.76 | 3,22,358.4 |
| 40 | On Running Line | Each 1312.00 | — | 90.38 | 1,18,578.56 |
| 41 | Drilling holes of specified size for bond holes with 7.2mm dia drill twist to correct spacing and location on 60kg/52kg rails on cess or under traffic block with contractor's tools and plant, equipment, consumable, labour etc complete as directed by the Engineer in charge at site. | Each 574.00 | — | 53.93 | 30,955.82 |
| 42 | In Wagon where mechanical handling is possible a n d traffic block is not required or in Truck/trailer. | MT 43.00 | — | 165.78 | 7,128.54 |
| 43 | In Wagon where mechanical handling is possible and traffic block is required. | MT 26.00 | — | 205.26 | 5,336.76 |
| 44 | From Wagon where mechanical handling is possible a n d traffic block is not required or in Truck / trailer. | MT 43.00 | — | 121.63 | 5,230.09 |
| 45 | During period of traffic block | MT 907.00 | — | 32.42 | 29,404.94 |
| 46 | Lead up to 5 Km | MT 101.00 | — | 183.33 | 18,516.33 |
| 47 | Lead beyond 5 Km and up to 10 km | MT 101.00 | — | 226.31 | 22,857.31 |
| 48 | Lead beyond 100 Km and up to 150 Km | MT 101.00 | — | 993.34 | 1,00,327.34 |
| 49 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km 25298.00 | — | 3.3 | 83,483.4 |
| 50 | Lead up to 5 Km | MT 74.00 | — | 55.11 | 4,078.14 |
| 51 | Lead beyond 5 Km and up to 10 km | MT 74.00 | — | 98.1 | 7,259.4 |
| 52 | Lead beyond 100 Km and up to 150 Km | MT 74.00 | — | 865.12 | 64,018.88 |
| 53 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km 25841.00 | — | 3.3 | 85,275.3 |
| 54 | From Truck / Trailer | MT 4266.00 | — | 116.66 | 4,97,671.56 |
| 55 | From Truck / Trailer | MT 26.00 | — | 172.41 | 4,482.66 |
| 56 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT 907.00 | — | 500.78 | 4,54,207.46 |
| 57 | All type of PSC sleepers | MT 4266.00 | — | 539.92 | 23,03,298.72 |
| 58 | P.Way fittings of all types and other similar loose items | MT 101.00 | — | 430.26 | 43,456.26 |
| 59 | Opening of level crossing up to required width from centre line of track for replacement of sleepers by digging of pucca road surface up to bottom of sleeper, removing of ballast, muck etc., screening of ballast & stacking the same near level crossing and disposing of all debris, replacing the required sleeper duly packing the sleeper to make fit for normal traffic and closing of LC surface with screened ballast to original level by proper ramming and consolidation to smooth motarable surface as directed by engineer in-charge. | Sqm 186.00 | — | 408.22 | 75,928.92 |
| 60 | Dismantling existing check rail of Level Crossing, blocks, bolts & nuts and stacking these in a countable manner near LC, free from any infringements as directed by Engineer in-charge. | RM 47.00 | — | 200.7 | 9,432.9 |
| 61 | Fabrication including cutting, bending/machining and fixing of check rails of all rail sections over PSC Sleepers as per Railway's approved drawings & specifications for level crossings / trolley paths/inspection lines in yards duly cutting rail flanges, wherever required to correct alignment and level, drilling of holes with machine in check rails and fixing to Running rail and sleepers with all Railway's fittings, e.g. rail screws / grip expansion bolts, brackets, packing pieces, bolts, washers etc including grinding of brackets if required, fixing of Railway's wooden blocks at flare ends duly cutting and plaining, crossing of tracks and as directed by the engineer in-charge Note: 1. Drilling of holes in PSC Sleeper and fixing of dowels shall be paid under relevant item. 2. Required P.Way materials will be supplied at SSE/P.Way stores. | TRM 47.00 | — | 1,307.16 | 61,436.52 |
| 62 | Cutting foot of rail by gas or any other approved method for check rails and grinding sharp edges into smooth profile. Payment shall be made for length of cutting of foot. | RM 13.00 | — | 199.32 | 2,591.16 |
| 63 | Fixing check rails to running rails on level crossings with MS brackets, MS packing plates, bolts & nuts, spring washers etc. including lubrication as per approved drawing & specifications, as directed. Rails, MS brackets, packing plates, bolts & nuts, spring washers will be supplied by Railways. Note: One set consists two check Rails. | Set 2.00 | — | 5,569.3 | 11,138.6 |
| 64 | 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 2.00 | — | 6,677.49 | 13,354.98 |
| 65 | 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 1.00 | — | 5,715.38 | 5,715.38 |
| 66 | 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 1.00 | — | 8,078.45 | 8,078.45 |
| 67 | For erection | Each 42.00 | — | 282.2 | 11,852.4 |
| 68 | For removal | Each 42.00 | — | 232.13 | 9,749.46 |
| 69 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour 55.00 | — | 867.49 | 47,711.95 |
| Schedule total | ₹2,32,03,055.52 | ||||
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