Loading
Loading…
Loading…
Tender Value
₹2.0 Cr
EMD Value
₹2.5 L
Closing Date
26 Dec 2025, 3:15 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Deposit Work
DEN N
15 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 i.e. 2022-23,2023-24 & 2024-25, 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 i.e. 2021-22 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. Note:- Audited balance sheet of the fourth previous year i.e. 2021-22 can be considered only when balance sheet of the previous year i.e. 2024-25 is yet to be prepared/ audited and it shall be certified by CA in Annexure VIB. For this purpose Standard format is attached. Non submission of Annexure VIB certificate, or submission of Annexure VIB certificate either not properly filled in, or in a format other than the prescribed format shall lead to summary rejection of your offer.
As per official Gazette Notification from "The Institute of Chartered Accountants of India( ICAI) (Set up by an Act of Parliament) dated 02/08/2019,Unique Document Identification Number (UDIN) has been made mandatory from 1st July, 2019 for all Audit/Assurance/Attest function. 'ICAI has conceptualised and implemented an innovative concept called Unique Document Identification Number (UDIN). ICAI at its 379th Council Meeting held on 17th - 18th December, 2018 made generation of UDIN mandatory for every signature of Full time Practising Chartered Accountants in phased manner for the following services: 1) All Certificates with effect from 1st February, 2019 2) GST and Income Tax Audit with effect from 1st April, 2019 3) All Audit and Assurance Functions with effect from 1st July, 2019 Therefore, UDIN is being made mandatory for all Audit and Assurance Functions like Documents and Reports certified / issued by full time Practising Chartered Accountants from 1st July, 2019'. Any document verified by CA but not having UDIN No. (Wherever applicable) shall not be considered.
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 i.e. 30.11.2025 previous to the one in which tender is invited i.e. Dec-2025: (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.
Definition Of Similar Work : - Similar work means any track works by manually or mechanical means involving deep screening or TSR or TRR or Casual renewals or TWR or Turn outs or dismantling of tracks etc.
16 conditions · 1 needing a document upload
As per this check list mentioned in the following sub-para; Documents in prescribed format as per applicability shall be submitted duly filled & signed by the Tenderer. Non submission of these documents shall be led to summarily rejection of Bid.
Work Completion Certificate shall be submitted in reference to para 10.1 of Tender Form Second Sheet of ITT.
In case of newly formed partnership firm/existing partnership firm, if any one or more partners quit the partnership firm/existing partnership firm if any new partner(s) joins the firm without any modification in the name and PAN/TAN no. of the firm; The tenderer shall submit along with his bid all the relevant documents which include copy of previous partnership deed(s), dissolution deed(s) and proof of surrender of PAN No.(s) in case of dissolution of partnership firm(s) etc.
The original Bank Guarantee if any should be delivered in person to the official nominated i.e. Inward/outward Section before closing date for submission of bids (i.e. excluding the last date of submission of bids). Bank Guarantee Bond shall be issued from any scheduled commercial bank of India on non-judicial stamp paper as per The Stamp Act of the concerned State & should be in the name of the Executing Bank.
In case of other than Company/Proprietary firm, Annexure -V(A) shall also be submitted by each member of a Partnership Firm / Joint Venture (JV) / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc. as the case may be.
Tender Form (First Sheet) in Standard format shall be uploaded by the tenderer. The tender form shall be purchased and submitted only in the name of the JV and not in the name of any constituent member.
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) / Registered Society / Registered Trust / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc. The tenderer(s) shall enclose the attested copies of the constitution of their concern and copy of PAN Card along with their tender. Tender Documents in such cases are to be signed by such persons as may be legally competent to sign them on behalf of the firm company, association, trust or society, as the case may be.
All constitutional concern documents in Standard Format shall be uploaded by the Tenderer in reference to Para 14. ii. (a to g) 17.14.1 to 5 & 18 of Tender Form Second Sheet of ITT as per applicability.
Dully witnessed POA (executed on non-judicial stamp paper of appropriate value as per Stamp Act of state concerned) shall be uploaded as per provision of POA act as per applicability.
Resolution of Board of Directors shall be signed by Two Directors/as per provision mentioned in AOA of the Company under provisions of Company Act with Company Seal & attorney to be issued as per decision made in board meeting. If any changes in constitution of Company/Partnership firm occurred, all related documents with Company Data muster/ Supplementary deed in case of Partnership Firm shall be submitted by bidder.Resolution of Board of Directors shall be signed by Two Directors/as per provision mentioned in AOA of the Company under provisions of Company Act with Company Seal & attorney to be issued as per decision made in board meeting. If any changes in constitution of Company/Partnership firm occurred, all related documents with Company Data muster/ Supplementary deed in case of Partnership Firm shall be submitted by bidder.
The facility for online verification of Bank Guarantees(BGs) through the Structural Financial Messaging system (SFMS) has been enabled. Kindly refer to the Railway Board's letter (2020/ACII/9/6/e dated 07.04.2022) details as prescribed in tender documents as well as the above cited Board letter must be incorporated into the SFMS while issuing Bank Guarantees by vendors/contractors in favour of the railway. It is mandatory if submission of BG be in form of security deposit (during tendering) as well as performance guarantees (after award of work).
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.
Track Linking - Laying of track to connect DOD defence siding at Talegaon.
DRM-W-PA-E-Tnd-2025-N-17~CR
DRM-W-PA-E-Tnd-2025-N-17
Open
Works - General
12 Months
Pune, Maharashtra
₹0
₹2.5 L
26 Dec 2025
3 Dec 2025
12 Dec 2025
136 items across 1 schedule · ₹1,95,52,461.01 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Using Soil Class SQ2 | cum | 10000.00 | 270.68 | 27,06,800 |
| 2 | 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 | 5000.00 | 154.96 | 7,74,800 |
| 3 | All kinds of soils | cum | 8000.00 | 199.78 | 15,98,240 |
| 4 | Up to 40 m long rail panel | RM | 2000.00 | 9.51 | 19,020 |
| 5 | More than 40 m long rail panel | RM | 2000.00 | 15.04 | 30,080 |
| 6 | For Through Rail Renewal work | TRM | 2000.00 | 46.67 | 93,340 |
| 7 | For Casual/Scattered Rail Renewal work | RM | 4000.00 | 36.96 | 1,47,840 |
| 8 | For Through Rail Renewal work | TRM | 2000.00 | 48.12 | 96,240 |
| 9 | For Casual/Scattered Rail Renewal work | RM | 4000.00 | 39.13 | 1,56,520 |
| 10 | For PSC wider base sleepers - For location of work not involving deep screening | Each | 3320.00 | 371.89 | 12,34,674.8 |
| 11 | Fish plates with 4 fish bolts. | Joint | 150.00 | 196.47 | 29,470.5 |
| 12 | Fish plates of 6 bolts. | Joint | 150.00 | 269.63 | 40,444.5 |
| 13 | 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 | 1800.00 | 3.31 | 5,958 |
| 14 | On Cess | Each | 100.00 | 256.15 | 25,615 |
| 15 | In-situ situation | Each | 100.00 | 367.92 | 36,792 |
| 16 | On Cess | Each | 100.00 | 333 | 33,300 |
| 17 | In-situ situation | Each | 100.00 | 492.06 | 49,206 |
| 18 | Rail section of 52Kg and above | Each | 500.00 | 112.13 | 56,065 |
| 19 | Under Conditions not requiring Traffic Block | Set | 3.00 | 6,872.88 | 20,618.64 |
| 20 | Under Traffic Block Conditions | Set | 3.00 | 7,560.17 | 22,680.51 |
| 21 | 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 | 1.00 | 9,325.62 | 9,325.62 |
| 22 | 1 in 8½ Turnout (Under Traffic Block) | Set | 1.00 | 31,758.36 | 31,758.36 |
| 23 | 1 in 12 Turnout (Under Traffic Block) | Set | 1.00 | 36,506.17 | 36,506.17 |
| 24 | Dismantling the existing BG Buffer-stop laid with rails & wooden/ST sleepers including leading the dismantled Buffer stop materials to nominated places within station yard limits and stacking as material-wise and classification- wise duly releasing all fittings carefully without causing any damage with all contractor's labour, tools, with all lead and lifts, crossing of tracks if any, etc., complete as directed by the Engineer-in-charge. | Set | 1.00 | 4,645.62 | 4,645.62 |
| 25 | 1 in 12 Turnouts | Set | 4.00 | 70,829.55 | 2,83,318.2 |
| 26 | 1 in 8½ Turnouts | Set | 2.00 | 44,766.64 | 89,533.28 |
| 27 | 1 in 12 Turnouts | Set | 4.00 | 52,396.89 | 2,09,587.56 |
| 28 | Derailing Switch | Set | 1.00 | 10,134.12 | 10,134.12 |
| 29 | 1 in 12 Turnouts | Set | 4.00 | 24,507.68 | 98,030.72 |
| 30 | 1 in 12 Points & Crossing | Set | 4.00 | 18,971.96 | 75,887.84 |
| 31 | Depth of 250 mm below bottom of sleeper for Turnouts | TRM | 200.00 | 858.54 | 1,71,708 |
| 32 | Depth of 300 mm below bottom of sleeper for Turnouts | TRM | 200.00 | 967.49 | 1,93,498 |
| 33 | 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 | 1000.00 | 185.83 | 1,85,830 |
| 34 | Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. | TRM | 1000.00 | 28.79 | 28,790 |
| 35 | Regrading the existing track by lowering up to required depth in stages by cutting the formation top maintaining the depth of existing cushion finally, not exceeding 75mm in one stage including one round of through packing and making track fit for 30kmph speed at each stage of lowering as per procedure prescribed in latest edition of IRPWM and subsequent picking up of sags / slacks and attending to misalignment / cross level defects during train operation, providing required ramp-in and ramp-out for safe passage of trains, including cutting trenches across track at every 30m interval to the required final formation level complete, and fixing, marking, painting rail level posts, tie bars at every 30m interval as directed by engineer in-charge. Note: The item shall be only operated only when formation is required to be cut for lowering of existing track. | TRM | 500.00 | 644.85 | 3,22,425 |
| 36 | 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 | 2000.00 | 27.33 | 54,660 |
| 37 | Loading Railway's ballast, collected at yard / depot into Railway's BOB / BKH / any other type of open wagon, using Mechanical Loader or any other method with all lead and lifts, as directed by Engineer in-charge. | cum | 2800.00 | 33.04 | 92,512 |
| 38 | Leading and loading Railway's Ballast collected at yard / depot into Railway's covered wagon using any approved method with lead up to 250m & all lifts as directed by Engineer in- charge. | cum | 2800.00 | 111.96 | 3,13,488 |
| 39 | Under Traffic Block Conditions: | cum | 2800.00 | 54.62 | 1,52,936 |
| 40 | For rails/panels of more than 40m length - Under Traffic | RM | 4000.00 | 44.96 | 1,79,840 |
| 41 | With contractor's hard wood pegs of 50 mm dia and 60 cm long | Each | 100.00 | 125.66 | 12,566 |
| 42 | 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 | 20.00 | 587.58 | 11,751.6 |
| 43 | For sleeper density of 1660 sleepers per km | TRM | 1600.00 | 285.17 | 4,56,272 |
| 44 | For one shift ( 12 Hrs) | Each | 40.00 | 1,259 | 50,360 |
| 45 | For Half Shift (4 hours) | Each | 20.00 | 424.13 | 8,482.6 |
| 46 | For PSC Sleeper | TRM | 2000.00 | 92.94 | 1,85,880 |
| 47 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 2000.00 | 143.12 | 2,86,240 |
| 48 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 2000.00 | 110.09 | 2,20,180 |
| 49 | 1 in 8½ PSC layout | Set | 2.00 | 11,894.27 | 23,788.54 |
| 50 | 1 in 12 PSC layout | Set | 4.00 | 15,486.63 | 61,946.52 |
| 51 | 1 in 8½ Derailing Switch | Set | 2.00 | 1,691.82 | 3,383.64 |
| 52 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM | 2000.00 | 184.91 | 3,69,820 |
| 53 | PSC Sleeper track - Maximum slew up to 50mm | TRM | 200.00 | 130.31 | 26,062 |
| 54 | PSC Sleeper track - Maximum slew more than 50mm and up to 100mm | TRM | 200.00 | 164.3 | 32,860 |
| 55 | PSC Sleeper track - Maximum slew more than 100mm and up to 150mm | TRM | 200.00 | 189.86 | 37,972 |
| 56 | Without Rail tensor | TRM | 2000.00 | 34.21 | 68,420 |
| 57 | Providing temporary Buffer Rails of fish plated joints of 3 pairs, measuring 6.5m each, duly removing rails of the existing track including cutting & drilling of rails as required for isolating LWR/CWR on all types of track structure. Work will be done under traffic block condition. Note: 1.Each set comprises of 3 pairs of rails 6.5 m long only. 2.Only Rails fish plate and fish bolts will be supplied free by Railway within free lead of 250m. | Set | 4.00 | 8,115.31 | 32,461.24 |
| 58 | With 2 bolts | Set | 10.00 | 114.39 | 1,143.9 |
| 59 | With Clamps | Set | 20.00 | 162.79 | 3,255.8 |
| 60 | 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 d e d u c t e d 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 Truck 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 | 60.00 | 14,333.53 | 8,60,011.8 |
| 61 | 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 | 1,880.5 | 75,220 |
| 62 | Removing weeds & bushes in ballast section and cess up to 3.95m from centre line of track in mid section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard. | TRM | 4000.00 | 15.47 | 61,880 |
| 63 | For 60 Kg Rails | RM | 4000.00 | 47.33 | 1,89,320 |
| 64 | For 52 Kg Rails | RM | 2000.00 | 42.05 | 84,100 |
| 65 | For 60 Kg Rails | TRM | 2000.00 | 65.31 | 1,30,620 |
| 66 | For 52 Kg Rails | TRM | 2000.00 | 58.03 | 1,16,060 |
| 67 | Anti-corrosive painting to weld collar for Thermit welded rail joints on track or on cess for new welded joints to protect against normal corrosion for any rail section with two coats of ready mixed bituminous black paint of reputed make confirming to latest IS:9862 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 | 50.00 | 19.66 | 983 |
| 68 | 1 in 12 Turnout | Set | 10.00 | 1,193.04 | 11,930.4 |
| 69 | 1 in 8½ Turnout | Set | 10.00 | 763.26 | 7,632.6 |
| 70 | Derailing Switch | Set | 2.00 | 381.63 | 763.26 |
| 71 | Kilometre & Gradient post | Each | 20.00 | 87.93 | 1,758.6 |
| 72 | LWR / SEJ Board | Each | 20.00 | 151.92 | 3,038.4 |
| 73 | Curve Post | Each | 10.00 | 92.15 | 921.5 |
| 74 | Curve Board | Each | 10.00 | 151.92 | 1,519.2 |
| 75 | Curve details, SE, Versine, Station Nos. etc. per station. | Each | 100.00 | 54.05 | 5,405 |
| 76 | For day time block working | TRM | 2000.00 | 19.74 | 39,480 |
| 77 | New Line Section, not opened for traffic | TRM | 2000.00 | 10.78 | 21,560 |
| 78 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 5.00 | 9,710.48 | 48,552.4 |
| 79 | Derailing Switch (Under Traffic Block Conditions) | Set | 5.00 | 3,560.85 | 17,804.25 |
| 80 | 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 | 30.00 | 1,447.65 | 43,429.5 |
| 81 | 60 Kg - 110/90 UTS - Outside Track | Each | 200.00 | 216.45 | 43,290 |
| 82 | 52 Kg - 90 UTS - Outside Track | Each | 100.00 | 196.26 | 19,626 |
| 83 | 60 Kg - 110/90 UTS - On Running Line | Each | 100.00 | 277.33 | 27,733 |
| 84 | 52 Kg - 90 UTS- On Running Line | Each | 100.00 | 225.68 | 22,568 |
| 85 | 60 Kg - 110 UTS - Outside Track | Each | 15.00 | 346.97 | 5,204.55 |
| 86 | Outside Track | Each | 500.00 | 52.95 | 26,475 |
| 87 | On Running Line | Each | 500.00 | 69.89 | 34,945 |
| 88 | In wagons not involving traffic block or on lines not opened to traffic but handling by mechanical means is not possible | MT | 240.00 | 169.22 | 40,612.8 |
| 89 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 100.00 | 117.25 | 11,725 |
| 90 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 100.00 | 117.1 | 11,710 |
| 91 | From wagons during period of traffic block where handling by mechanical means is not possible | MT | 240.00 | 183.5 | 44,040 |
| 92 | From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer. | MT | 500.00 | 87.44 | 43,720 |
| 93 | During period of traffic block | MT | 910.00 | 30.54 | 27,791.4 |
| 94 | Not involving traffic block | MT | 300.00 | 25.56 | 7,668 |
| 95 | In wagons during period of traffic block where handling by mechanical means is not possible | MT | 1096.00 | 240.98 | 2,64,114.08 |
| 96 | In wagons not involving traffic block or on lines, not opened to traffic but handling by mechanical means is not possible | MT | 50.00 | 138.82 | 6,941 |
| 97 | I n Wagon where mechanical handling is possible and traffic block is required. | MT | 1096.00 | 119.41 | 1,30,873.36 |
| 98 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 1096.00 | 89.7 | 98,311.2 |
| 99 | In wagons not involving traffic block or on lines, not opened to traffic but handling by mechanical means is not possible | MT | 50.00 | 223.91 | 11,195.5 |
| 100 | I n Wagon where mechanical handling is possible and traffic block is required. | MT | 1096.00 | 146.37 | 1,60,421.52 |
| 101 | I n Wagon/Truck / trailer where mechanical handling is possible a n d traffic block is not required. | MT | 1096.00 | 116.66 | 1,27,859.36 |
| 102 | Lead beyond 10 Km and up to 20 km | MT | 200.00 | 272.25 | 54,450 |
| 103 | Lead beyond 20 Km and up to 30 km | MT | 200.00 | 337.57 | 67,514 |
| 104 | Lead beyond 30 Km and up to 50 km | MT | 200.00 | 426.82 | 85,364 |
| 105 | Lead beyond 50 Km and up to 100 Km | MT | 10.00 | 618.09 | 6,180.9 |
| 106 | Lead beyond 100 Km and up to 150 Km | MT | 10.00 | 907.76 | 9,077.6 |
| 107 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 1000.00 | 2.98 | 2,980 |
| 108 | Lead up to 5 Km | MT | 1381.00 | 57.41 | 79,283.21 |
| 109 | Lead beyond 5 Km and up to 10 km | MT | 1381.00 | 98.17 | 1,35,572.77 |
| 110 | Lead beyond 10 Km and up to 20 km | MT | 1384.00 | 152.73 | 2,11,378.32 |
| 111 | Lead beyond 20 Km and up to 30 km | MT | 1384.00 | 218.05 | 3,01,781.2 |
| 112 | Lead beyond 30 Km and up to 50 km | MT | 1384.00 | 307.3 | 4,25,303.2 |
| 113 | Lead beyond 50 Km and up to 100 Km | MT | 1384.00 | 498.57 | 6,90,020.88 |
| 114 | Lead beyond 100 Km and up to 150 Km | MT | 500.00 | 788.23 | 3,94,115 |
| 115 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 69200.00 | 2.98 | 2,06,216 |
| 116 | From DMT - During period of traffic block | MT | 1096.00 | 173.05 | 1,89,662.8 |
| 117 | From Truck / Trailer | MT | 1096.00 | 86.59 | 94,902.64 |
| 118 | From DMT - During period of traffic block | MT | 1096.00 | 219.92 | 2,41,032.32 |
| 119 | From Truck / Trailer | MT | 1096.00 | 88.64 | 97,149.44 |
| 120 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 1381.00 | 388.3 | 5,36,242.3 |
| 121 | All type of PSC sleepers | MT | 1381.00 | 424.83 | 5,86,690.23 |
| 122 | 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 | 10.00 | 5,540.12 | 55,401.2 |
| 123 | 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 | 10.00 | 4,791.62 | 47,916.2 |
| 124 | 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 | 6,611.39 | 66,113.9 |
| 125 | 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 | 1,013.1 | 50,655 |
| 126 | Boards with single post | Each | 30.00 | 147.94 | 4,438.2 |
| 127 | For erection | Each | 20.00 | 265.31 | 5,306.2 |
| 128 | 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 | 50.00 | 168.36 | 8,418 |
| 129 | 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 | 20.00 | 458.68 | 9,173.6 |
| 130 | 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 | 30.00 | 477.91 | 14,337.3 |
| 131 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 200.00 | 752.64 | 1,50,528 |
| 132 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 60.00 | 889.42 | 53,365.2 |
| 133 | Tractor with Trolley for local transportation or other misc. works. | Hour | 100.00 | 199.17 | 19,917 |
| 134 | Manufacturing and fixing buffer stop with Railway supplied rails, cutting, including bending of rails as per plan ,with all contractor's labour, materials, tools, plants etc. and all lead and lift including crossing of track where necessary and as directed by Engineer in charge at site. Note: Excavation, fixing rails in cement concrete, drilling of holes will be paid separately. | Each | 8.00 | 15,481.58 | 1,23,852.64 |
| 135 | Manufacture and supply of Precast Kilometer Posts of size 1.15 x 0.50 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 the post with 2 coats of 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 | 20.00 | 399.53 | 7,990.6 |
| 136 | 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 | 30.00 | 545.04 | 16,351.2 |
| Schedule total | ₹1,95,52,461.01 | ||||
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
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 .