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Tender Value
₹3.7 Cr
EMD Value
₹3.3 L
Closing Date
10 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
SR DEN SE
17 conditions · 2 needing a document upload
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(Placed at Page No.35 of tender form and document attached), along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
For details refer attached documents
(a)The tenderer must have successfully completed or substantially completed (For more details refer attached documents), any of the following 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 each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i)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 of the following 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. (For more details refer attached documents).
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.
For more details refer attached documents
Defination of Similar Work :- Any track works by manually or mechanical means involving Deep screening or TSR or TRR or Casual Renewal or TWR or T/outs or Dismantling of tracks etc.
15 conditions · 4 needing a document upload
The Bid Security shall be deposited either in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents.
The Bank Guarantee bond shall be as per Annexure- VIA (Placed at Page No. 35-36 of tender form), and shall be valid for a period of 90days beyond the bid validity period. In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured: (i).A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. (ii).The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids. .(i.e. excluding the last date of submission of bids) (iii).Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. (iv).The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender. (v).The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, failing which the bid will be rejected (vi).The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope. (vii).The envelope shall be addressed to the officer and address as mentioned in the tender document. (viii).If the envelope is not sealed and marked as instructed above, the Railway assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder.
All the bidders/tenderers should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law.
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.
Tenderer should mandatory submit documentary proof as per the attached checklist document.
Tenderers are abiding by the General Conditions of Contract (GCC) April 2022 & any statutory modification thereof and also abide to carry out the work accordingly.
Documentary proof - Tenderer should submit scanned copy documentary proof in regard for fulfilling the Technical /financial eligibility criteria along-with their offer (for details refer attached documents). If the tenderers do not submit any proof of meeting with the eligibility criteria as laid down in the tender conditions, the offer shall be considered as incomplete and shall be summarily rejected. Documents submitted in support of eligibility criteria after opening of tender will not be considered.
Document attached - Tender form
A)Schedule for the work of Miscellaneous P.Way work for SSE(Pway)NRL section under ADEN(T)KYN. B) NRL-MAE Schedule for the work of P.Way Miscellaneous work for SSE (P.Way) NG NRL-MAE section under ADEN T KYN. C)Hiring of mulcher with poclain for clearing of cess grass, vegetation cutting/mulching trimming in KYN - KJT, & KJT - PNVL section under ADEN(Tracl)KYN.
CR-DRMWBB-2026-14-06
CR-DRMWBB-2026-14-06
Open
Works - General
12 Months
Mumbai, Maharashtra
₹0
₹3.3 L
10 Apr 2026
13 Mar 2026
27 Mar 2026
121 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | In all conditions and classifications of soil except rock | cum | 1250.00 | 98.7 | 1,23,375 |
| 2 | Extra for leading of Cut spoil every one km beyond original lead of 2 km over item nos. 012011 to 012014 | cum | 1250.00 | 4.91 | 6,137.5 |
| 3 | For Through Rail Renewal work | TRM | 1040.00 | 46.67 | 48,536.8 |
| 4 | For Casual/Scattered Rail Renewal work | RM | 3300.00 | 36.96 | 1,21,968 |
| 5 | For Through Rail Renewal work | TRM | 1040.00 | 48.12 | 50,044.8 |
| 6 | For Casual/Scattered Rail Renewal work | RM | 3300.00 | 39.13 | 1,29,129 |
| 7 | For location work not involving deep screening | Each | 500.00 | 354.19 | 1,77,095 |
| 8 | Locations other than Ballasted Deck Bridge | Each | 1850.00 | 492.23 | 9,10,625.5 |
| 9 | Ballasted Deck Bridge | Each | 410.00 | 581.53 | 2,38,427.3 |
| 10 | Fish plates with 4 fish bolts. | Joint | 100.00 | 196.47 | 19,647 |
| 11 | Fish plates of 6 bolts. | Joint | 300.00 | 269.63 | 80,889 |
| 12 | Through Fitting Renewal (TFR) on PSC track, comprising of renewal of Grooved Rubber Pads, Liners and ERCs without damaging PSC sleepers. Scope includes removal of all fittings, cleaning of rail seat, rail flange at liner seats, and eye of Inserts with wire brushes and applying Grease Graphite Grade "O" (IS:408) to eye of insert and central leg of ERC with contractor's grease of Railway's specification, fixing all fittings in correct position and sealing liner edges with grease all complete including collection and stacking of released materials at nominated locations within SSE Jurisdiction as directed by Engineer-in-Charge. Note: All the fittings will be supplied at SSE/Stores/Depot. | Sleeper | 8000.00 | 23.7 | 1,89,600 |
| 13 | For 1.00m long fishplates | Joint | 230.00 | 105.45 | 24,253.5 |
| 14 | 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 | 1800.00 | 54.45 | 98,010 |
| 15 | 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 | 30000.00 | 2.84 | 85,200 |
| 16 | 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 | 1800.00 | 48.89 | 88,002 |
| 17 | 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 | 10000.00 | 3.31 | 33,100 |
| 18 | By using Contractor's Grease Graphite | Each | 6500.00 | 34.48 | 2,24,120 |
| 19 | GRSP | Each | 2500.00 | 21.58 | 53,950 |
| 20 | Renewal of seized Plate/Rail screws on PSC Sleepers by using gas or any approved methods, duly drilling holes in broken screw and removing existing screw pieces from the holes along with existing dowels and fixing new contractor's dowels (procured from RDSO approved sources) and grouting around dowel with Epoxy materials of approved specification and refixing new Railway's rail/Plate screws duly greasing the screw with specified grease with all contractor's materials, consumables, tools & plants, labour with all lead, lift. Note: 1.Seized screws shall be identified and marked by JE/P.Way and verified at minimum SSE/P.Way In charge) level. 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 sleeper gets damaged in the process. | Each | 2000.00 | 265.86 | 5,31,720 |
| 21 | Rail section of 52Kg and above | Each | 750.00 | 112.13 | 84,097.5 |
| 22 | 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 | 25.00 | 8,758.16 | 2,18,954 |
| 23 | 1 in 8½ Points & Crossing | Set | 20.00 | 13,945.32 | 2,78,906.4 |
| 24 | 1 in 12 Points & Crossing | Set | 25.00 | 18,971.96 | 4,74,299 |
| 25 | Sleepers up to 2.85 m length | Each | 350.00 | 632.4 | 2,21,340 |
| 26 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 400.00 | 871.44 | 3,48,576 |
| 27 | 1 in 8½ Turnout | Set | 5.00 | 3,970.06 | 19,850.3 |
| 28 | 1 in 12 Turnout | Set | 10.00 | 4,346.56 | 43,465.6 |
| 29 | 1 in 8½ Switch Assembly | Set | 9.00 | 13,794 | 1,24,146 |
| 30 | 1 in 12 Switch Assembly | Set | 12.00 | 15,386.41 | 1,84,636.92 |
| 31 | For 1 in 12 Turnouts | Set | 3.00 | 31,924.8 | 95,774.4 |
| 32 | For 1 in 8.5 Turnouts | Set | 2.00 | 25,539.84 | 51,079.68 |
| 33 | For 1 in 12 Turnouts (Sleeper No 1 to 25 and 5 approach sleepers) | Set | 18.00 | 1,697.92 | 30,562.56 |
| 34 | For 1 in 8.5 Turnouts & Derailing switches (Sleeper No 1 to 22 and 5 approach sleepers) | Set | 22.00 | 1,358.34 | 29,883.48 |
| 35 | For 1 in 12 Lead portion (Sleeper Nos 26 to 64 & 74 to 83 and 8 approach sleepers) : | Set | 18.00 | 3,634.55 | 65,421.9 |
| 36 | For 1 in 8.5 Turnouts (Sleeper No 23 to 42&59 to 54 and 8 approach sleepers) | Set | 22.00 | 2,907.64 | 63,968.08 |
| 37 | For 1 in 12 Turnouts (Sleeper No 65 to 73 ) | Set | 25.00 | 1,219.83 | 30,495.75 |
| 38 | For 1 in 8.5 Turnouts (Sleeper No 43 to 48) | Set | 30.00 | 975.87 | 29,276.1 |
| 39 | Turnout sleepers of length up to 2.85 m | Each | 150.00 | 143.09 | 21,463.5 |
| 40 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 240.00 | 171.71 | 41,210.4 |
| 41 | Depth of 250 mm below bottom of sleeper - For Plain Track : | TRM | 800.00 | 536.59 | 4,29,272 |
| 42 | Extra to item nos. from 081011 to 081018 and from 081021 to 081028 for disposal of muck at a distance beyond 50m for every additional lead of 50 metres or part thereof up to 500 metres for 1 TRM in station yard / cutting. | Each | 250.00 | 5.76 | 1,440 |
| 43 | For 1 in 12 points and Crossings | Set | 4.00 | 49,953.8 | 1,99,815.2 |
| 44 | For 1 in 8.5 Points & Crossings | Set | 3.00 | 39,963.04 | 1,19,889.12 |
| 45 | 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 | 9500.00 | 185.83 | 17,65,385 |
| 46 | 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 | 20000.00 | 27.33 | 5,46,600 |
| 47 | Under Traffic Block Conditions: | cum | 7500.00 | 54.62 | 4,09,650 |
| 48 | Re-conditioning of cupped welded joints 'in- situ' by using CP-3032 powder under traffic conditions as per RDSO's guidelines for 'IR's Reconditioning Of Scabs, Wheel Burns of Rail And Cupped AT Welded Joint' | Each | 500.00 | 678.95 | 3,39,475 |
| 49 | In-situ reconditioning of MCI insert of points & crossings sleeper by reclaiming the worn-out portion to the desired height, grinding of the finished profile for regaining the toe load lost. The reconditioning to be done by using TERRA C I-94 - Electrodes of make L & T, Advani Oerlicon, Diffusion, SHARP - 650, or equivalent approved by RDSO for reconditioning of Cast iron alloys. removing and refixing the required fittings for reconditioning in traffic condition. The cost includes all labour, lead lift, transportation of men and material, cost of consumables, hiring of machinery required etc, complete and as directed by the Engineer- in -charge. | Each | 1500.00 | 270.87 | 4,06,305 |
| 50 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 11500.00 | 108.42 | 12,46,830 |
| 51 | For PSC Sleeper | TRM | 15000.00 | 92.94 | 13,94,100 |
| 52 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 2500.00 | 143.12 | 3,57,800 |
| 53 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 2000.00 | 110.09 | 2,20,180 |
| 54 | 1 in 8½ PSC layout | Set | 14.00 | 11,894.27 | 1,66,519.78 |
| 55 | 1 in 12 PSC layout | Set | 20.00 | 15,486.63 | 3,09,732.6 |
| 56 | Slack picking of joint sleepers and 3 approach sleepers on either sides giving required lift to make up general track level, packing and profiling as directed. | Each | 1200.00 | 587.62 | 7,05,144 |
| 57 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM | 12500.00 | 184.91 | 23,11,375 |
| 58 | Overhauling of fish plated / welded joint track sleepers including 3 approach sleepers on either sides up to 50mm below bottom of sleepers in crib & shoulder, replacing rounded ballast, recouping deficient ballast within 50m lead, replacement of worn-out fittings supplied by Railway, as directed as per procedure prescribed in latest edition of IRPWM. | Each | 450.00 | 1,321.05 | 5,94,472.5 |
| 59 | For rail panel more than 40 metre length | TRM | 1040.00 | 45.11 | 46,914.4 |
| 60 | PSC Sleeper track - Maximum slew up to 50mm | TRM | 1050.00 | 130.31 | 1,36,825.5 |
| 61 | PSC Sleeper track - Maximum slew more than 50mm and up to 100mm | TRM | 1200.00 | 164.3 | 1,97,160 |
| 62 | With Contractor's Hydraulic Rail tensor | TRM | 4500.00 | 37.58 | 1,69,110 |
| 63 | Without Rail tensor | TRM | 8500.00 | 34.21 | 2,90,785 |
| 64 | Interchanging gauge face of rails of any section in traffic line block including removal of fittings and re-fixing the same after changing of gauge face, cutting of rails, joining the rails with fish plate & drilling holes as directed by engineer in-charge. | TRM | 600.00 | 99.51 | 59,706 |
| 65 | 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 | 15.00 | 1,880.5 | 28,207.5 |
| 66 | With Contractor's hard wood block. | Each | 300.00 | 2,238.05 | 6,71,415 |
| 67 | Drilling holes of 16mm to 22mm dia. on all types of PSC sleepers and fixing the dowels with adhesive of RDSO approved quality for fixing check rails & guard rails, as directed by Engineer in-charge. | Each | 300.00 | 293.68 | 88,104 |
| 68 | 1 in 12 Turnout | Set | 40.00 | 1,193.04 | 47,721.6 |
| 69 | 1 in 8½ Turnout | Set | 40.00 | 763.26 | 30,530.4 |
| 70 | Kilometre & Gradient post | Each | 250.00 | 87.93 | 21,982.5 |
| 71 | Hectometre Post | Each | 700.00 | 99.79 | 69,853 |
| 72 | LWR / SEJ Board | Each | 80.00 | 151.92 | 12,153.6 |
| 73 | Curve Board | Each | 110.00 | 151.92 | 16,711.2 |
| 74 | Curve details, SE, Versine, Station Nos. etc. per station. | Each | 1100.00 | 54.05 | 59,455 |
| 75 | Bridge Board | Each | 120.00 | 151.92 | 18,230.4 |
| 76 | Bridge Tablet | Each | 120.00 | 44.1 | 5,292 |
| 77 | HFL, FSL & DL on Bridge Pier / Abutment | Each | 120.00 | 668.2 | 80,184 |
| 78 | Miscellaneous General Boards, Jurisdiction Boards, Structures etc. | Sqm | 150.00 | 110.22 | 16,533 |
| 79 | Providing an assisting gang comprising of 6 men per day with SSE/P.Way/ USFD for carrying out ancillary works viz., lookout, watering, paint marking and handling machine f o r USFD test with Double Rail Tester (DRT) machine and as directed by Engineer in charge. Note: 1. This item shall be operated only when there is no departmental staff available and only with the prior approval of concerned Sr. DEN/Co-ordination. 2. In case, contractor provides less no. of Labour, payment will be deducted for each such person @ 1/3 rd of the accepted item rate. | Gang Day | 70.00 | 4,316.19 | 3,02,133.3 |
| 80 | Removal of screened muck discharged by FRM/SBCM where muck disposal on side slope is restricted due to platform, cutting, OHE mast etc. and disposing it beyond 5m from edge of cutting up to 3m deep or alternatively carting it up to 50m for disposing off beyond the end of cutting / platform and making up cess wherever low. | TRM | 5000.00 | 20.63 | 1,03,150 |
| 81 | Carrying out Through packing of sleepers to make track fit for 30 KM speed as per procedure stipulated in latest version of IRPWM, behind BCM including filling ballast when only lifting is carried out by BCM. | TRM | 5000.00 | 88.41 | 4,42,050 |
| 82 | Pulling the left over ballast to the shoulders and dumping excess ballast in the cribs and shoulders including boxing/profiling as per IRPWM of track together with left over stretches at fixed structures/masts immediately after FRM work, leveling the muck for making up cess and side slopes including removing and re-fixing of traction bonds during line block with all contractors labour, tools, plant, all lead, lift, crossing of track etc. complete and as directed by the Engineer-in- charge. | TRM | 5000.00 | 32.15 | 1,60,750 |
| 83 | For night time block working | TRM | 30000.00 | 22.13 | 6,63,900 |
| 84 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 15.00 | 9,710.48 | 1,45,657.2 |
| 85 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 20.00 | 11,302.9 | 2,26,058 |
| 86 | BCM/FRM/UNIMAT (7.5 KVA generator and 12x500 W) | Night | 45.00 | 3,852.52 | 1,73,363.4 |
| 87 | CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W) | Night | 60.00 | 3,638.45 | 2,18,307 |
| 88 | 60 Kg - 110/90 UTS - On Running Line | Each | 400.00 | 277.33 | 1,10,932 |
| 89 | 52 Kg - 90 UTS- On Running Line | Each | 70.00 | 225.68 | 15,797.6 |
| 90 | Outside Track | Each | 800.00 | 52.95 | 42,360 |
| 91 | On Running Line | Each | 350.00 | 69.89 | 24,461.5 |
| 92 | Sleeper Spacing, Re-spacing / Squaring of sleeper by Hydraulic Sleeper Spacer with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Hydraulic Sleeper Spacer shall be as per RDSO's Specification No. TM/SM/17, dated 31.03.1992. | Each | 2500.00 | 71.85 | 1,79,625 |
| 93 | Measuring of Toe Load of ERC during service in field by Electronic Toe Load Measuring Device with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Electronic Toe Load Measuring Device will be as per RDSO's Specification No.TM/SM/ETLMD/218 dated 13.9.2012. | Each | 2500.00 | 4.58 | 11,450 |
| 94 | In wagons during period of traffic block where handling by mechanical means is not possible | MT | 50.00 | 296.69 | 14,834.5 |
| 95 | In Wagon under traffic block where mechanical handling is possible | MT | 900.00 | 160.09 | 1,44,081 |
| 96 | In wagons during period of traffic block where handling by mechanical means is not possible | MT | 90.00 | 361.13 | 32,501.7 |
| 97 | For lead up to 500 metre. | MT | 180.00 | 399.09 | 71,836.2 |
| 98 | For lead beyond 500 metre and up to 1 Km. | MT | 145.00 | 514.73 | 74,635.85 |
| 99 | From wagons during period of traffic block where handling by mechanical means is not possible | MT | 50.00 | 183.5 | 9,175 |
| 100 | From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer. | MT | 900.00 | 87.44 | 78,696 |
| 101 | During period of traffic block | MT | 180.00 | 30.54 | 5,497.2 |
| 102 | For lead up to 500 metres | MT | 150.00 | 310.74 | 46,611 |
| 103 | For lead beyond 500 metre and up to 1 Km | MT | 80.00 | 460.7 | 36,856 |
| 104 | Lead up to 5 Km | MT | 130.00 | 176.93 | 23,000.9 |
| 105 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 400.00 | 388.3 | 1,55,320 |
| 106 | All type of PSC sleepers | MT | 250.00 | 424.83 | 1,06,207.5 |
| 107 | P.Way fittings of all types and other similar loose items | MT | 60.00 | 402.25 | 24,135 |
| 108 | Level crossings with asphalted road surface | Sqm | 640.00 | 590.37 | 3,77,836.8 |
| 109 | Level crossings with concrete blocks road surface | Sqm | 150.00 | 536.25 | 80,437.5 |
| 110 | 120mm thick blocks of M-40 grade for heavy traffic. | Sqm | 240.00 | 1,488.53 | 3,57,247.2 |
| 111 | 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 | 250.00 | 1,013.1 | 2,53,275 |
| 112 | 16 mm dia. | Each | 25.00 | 1,625.75 | 40,643.75 |
| 113 | 26.5 mm dia. | Each | 25.00 | 3,480.32 | 87,008 |
| 114 | Pressure Regulator for Oxygen Multi-stage cylinder | Each | 3.00 | 1,806.4 | 5,419.2 |
| 115 | Pressure Regulator for Acetylene gas cylinder | Each | 3.00 | 1,806.4 | 5,419.2 |
| 116 | Gas Cutting Torch Blow Pipe | Each | 3.00 | 1,186.19 | 3,558.57 |
| 117 | Fabricating of check rails of 52Kg and 90R sections for providing to curves by cutting web of rail horizontally by gas, grinding for smoothening the cut edge and drilling of parabolic shaped holes to the web of check rails as per drawing and specification and as per directions of engineer in-charge with all contractor's labour, tools and materials complete. Note: 1. Rails shall be supplied by Railways 2.The both ends of head of check rails are to bent/cut as per drawing. 3. The released rail scrap shall be stacked neatly with in a lead of 500m. 4.Drilling of holes shall be paid under relevant item. | RM | 1550.00 | 168.36 | 2,60,958 |
| 118 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 1500.00 | 752.64 | 11,28,960 |
| 119 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 300.00 | 889.42 | 2,66,826 |
| 120 | Supply, filling and stacking of sand bags layer by layer filled with Railway Sand/railway quarry dust in Contractor's empty polythene cement bags of 50 kg bags with all contractors labour, tools, plants, lead, lift etc., including stitching the same with machine using polythene thread complete as directed by Engineer-in charge at site. | Each | 25200.00 | 14.51 | 3,65,652 |
| 121 | Loading of sand/quarry dust filled bags from Railway stacks in to Railway Wagons with all contractor's empty polythene cement bag, tools & plants, machinery, labour, lead and lift, crossing of track wherever necessary etc., complete as directed by the Engineer In charge. | Each | 50400.00 | 13.45 | 6,77,880 |
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GCC2022Correctionslip7to1017.pdf
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