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Tender Value
₹9.9 Cr
EMD Value
₹6.4 L
Closing Date
16 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
TRACK 1
14 conditions · 2 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. Non submission of the documents shall lead to summarily rejection of the offer.
(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. (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 fulfillment 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.
Defination of Similar Work :- P.Way works on running line.
20 conditions · 2 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
As per Advance Correction Slip No. 5 dated 20.10.2023 "The Original Bank Guarantee should be delivered in person in this office (i.e. in Receive and Dispatch Section of DRM office, Engineering Branch, West Central Railway, Jabalpur) before closing date for submission of bids (i.e. excluding the last date of submission of bids).
Indian Railways Standard General Conditions of Contract, April 2022 (IRGCC, April 2022) with correction slips issued up to date of inviting tender will be applicable for this tender.
As per the Railway Board's letter No. 2017/CE-I/CT/9 dated 31.05.2023 contractor's 'e'MB is applicable in this tender
CTR 18.90 Km and TSR 33.35 Km (total 52.25 Kms) by contractors PQRS and manually at obligatory points on Katni - Manikpur & Satna - Rewa section under Senior Divisional Engineer (North) Jabalpur Jurisdiction.
DRMW-JBP-209-2025~WCR
DRMW-JBP-209-2025
Open
Works - General
12 Months
Jabalpur, Madhya Pradesh
₹0
₹6.4 L
16 Jan 2026
23 Dec 2025
2 Jan 2026
99 items across 4 schedules · ₹9,85,02,588.13 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | More than 40 m long rail panel | RM | 10200.00 | 15.18 | 1,54,836 |
| 2 | For Through Rail Renewal work | TRM | 4850.00 | 47.04 | 2,28,144 |
| 3 | For Casual/Scattered Rail Renewal work | RM | 500.00 | 37.25 | 18,625 |
| 4 | For Through Rail Renewal work | TRM | 4850.00 | 48.48 | 2,35,128 |
| 5 | For Casual/Scattered Rail Renewal work | RM | 500.00 | 39.44 | 19,720 |
| 6 | For PSC wider base sleepers - For location of work not involving deep screening | Each | 1411.00 | 375.18 | 5,29,378.98 |
| 7 | For PSC wider base sleepers - For location of work involving deep screening. (deep screening to be paid separately) | Each | 6640.00 | 209.14 | 13,88,689.6 |
| 8 | Extra to item no. 062011, 062012, 062013 and 062014 for sleepers lying on slope / toe of bank beyond initial height of 5 metres. | Each | 805.00 | 43.35 | 34,896.75 |
| 9 | Locations other than Ballasted Deck Bridge | Each | 300.00 | 496.88 | 1,49,064 |
| 10 | Fish plates with 4 fish bolts. | Joint | 40.00 | 225.92 | 9,036.8 |
| 11 | 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 | 78.00 | 54.86 | 4,279.08 |
| 12 | 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 | 5644.00 | 4.6 | 25,962.4 |
| 13 | 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 | 644.00 | 58.59 | 37,731.96 |
| 14 | 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 | 9700.00 | 6.13 | 59,461 |
| 15 | Rail section of 52Kg and above | Each | 747.00 | 152.2 | 1,13,693.4 |
| 16 | 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 | 8.00 | 9,121.79 | 72,974.32 |
| 17 | Sleepers up to 2.85 m length | Each | 60.00 | 638.42 | 38,305.2 |
| 18 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 30.00 | 879.25 | 26,377.5 |
| 19 | Sleepers of more than 4.20 m length | Each | 30.00 | 1,385.21 | 41,556.3 |
| 20 | Depth of 300 mm below bottom of sleeper - For Plain Track : | TRM | 4000.00 | 609.95 | 24,39,800 |
| 21 | 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 | 2850.00 | 187.56 | 5,34,546 |
| 22 | Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. | TRM | 713.00 | 29.01 | 20,684.13 |
| 23 | 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 | 52250.00 | 27.59 | 14,41,577.5 |
| 24 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 4850.00 | 144.51 | 7,00,873.5 |
| 25 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 11700.00 | 111.16 | 13,00,572 |
| 26 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM | 20850.00 | 186.72 | 38,93,112 |
| 27 | Without Rail tensor | TRM | 52250.00 | 50.9 | 26,59,525 |
| 28 | With 2 bolts | Set | 78.00 | 115.97 | 9,045.66 |
| 29 | 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 p l a t e s 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 | 48.00 | 1,884.92 | 90,476.16 |
| 30 | 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 | 348.00 | 418.82 | 1,45,749.36 |
| 31 | 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 | 4850.00 | 15.62 | 75,757 |
| 32 | Trimming of tree branches coming within 6m of centre line of track & those obstructing views of Curves/LCs / Signal / Indicator at locations in section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard. Note: Girth of more than 20 cm will only be considered as tree branch. | Each | 20.00 | 179.77 | 3,595.4 |
| 33 | For 60 Kg Rails | TRM | 2000.00 | 81.69 | 1,63,380 |
| 34 | 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 | 436.00 | 22.97 | 10,014.92 |
| 35 | Anti-corrosive painting to weld collar for Thermit welded rail joints on track for old painted joints in normal corrosive prone area for any rail section with two coats of ready mixed bituminous black paint of reputed make confirming to IS:9862 latest version 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: 1.Before painting, dust, dirt and flaked paint from the welded joint shall be removed thoroughly by scrapping with wire brush. Grease and oil shall be removed by use of appropriate solvent confirming to latest IS:1745. 2.Use of detergent followed by water washing should also be done to ensure removal of oil and grease apart from the greasing compound. 3.The paint should be procured along with the thinner recommended by the manufacturer of the paint. 4.No other thinner like kerosene oil should be used. | Each | 534.00 | 25.17 | 13,440.78 |
| 36 | Carrying out preparatory works for operation of Ballast Cleaning Machine (BCM) which includes making trench in track for inserting cutter bar, supporting track on wooden block supplied by Railway, removal of ballast along with muck from shoulder which is out of reach of cutter chain and putting the same in cutting width or between rails. Rate includes all miscellaneous works, e.g. opening and re-fixing of joggled fish plates, OHE Bonds, dismantling & removing obstructions etc. | TRM | 27400.00 | 16.4 | 4,49,360 |
| 37 | Carrying out various works during operation of BCM, like filling up of ballast at deficient location from locations where ballast is excess or from adjoining tracks, required initial packing, adjustment of PSC Sleepers, provision wooden blocks supplied by department and attending track parameters etc. complete so as to make track fit for 20 kmph speed. | TRM | 27400.00 | 41.13 | 11,26,962 |
| 38 | Removal of screened muck discharged by BCM, 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 | 2000.00 | 31.23 | 62,460 |
| 39 | Extra to item nos. from 154030 and 154040 for disposal of muck at a distance beyond 50m for every additional lead of 50 metres or part thereof up to 500 metres. | TRM | 8000.00 | 2.9 | 23,200 |
| 40 | Removing the ballast from shoulders, left over after BCM working, screening the same removing the muck and putting back the screened ballast into track, boxing the ballast to profile and using released muck for cess making or throwing away within 50m lead and 3m lift when not required for cess repairs and as directed by the Engineer-in- charge. Note: This item shall be used only when BRM is not available. | TRM | 27400.00 | 21.64 | 5,92,936 |
| 41 | Ballast equalisation & ballast profiling after completion of deep screening work by BCM and/or after unloading of ballast by DMT (Ballast Train), as directed by Site Engineer as per IRPWM including heaping of ballast in tamping zone keeping rails & sleeper top free from ballast, spacing and squaring of sleeper, gauging, cleaning of muck, proper fixing of fastening, attention during each round of sleeper tamping in relation to pre & post working Note: 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 and cess profile. | TRM | 27400.00 | 38.77 | 10,62,298 |
| 42 | Making cess in deep screened track by using screened muck discharged by BCM where cess is low or cutting cess to required depth up to 4m from centre of track, where cess is high and disposing off extra muck beyond 5m from edge of cutting which are up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms, so as to make cess as per standard profile including providing proper slope. | TRM | 25400.00 | 34.67 | 8,80,618 |
| 43 | Pre, during, and post BCM works for deep screening of ballast in Points and crossings with all contractor's labour, tools and plants as required to carry out the work to the standards in specific time including crossing of tracks etc. complete and as directed by the Engineer - in - charge. I. Pre-BCM Operation : a) making trenches for insertion of cutter bars at various locations as per the directions of engineer in charge. i.e.., one trench ahead of one rail length from SRJ and second trench near sleeper No 62 ( 1in 12) etc., b) Filling up ballast up to sleeper l e v e l . c) Tightening of fittings/ plate screws, ERCs, Stud bolts, check rail bolts. II. During BCM Operation : a) Assistance to S&T Department : Opening of cables at approach of Points & Crossings, TLD Boxes/ removing of Point motor and refixing the same and covering cables after passing of BCM in block period with S&T Staff. b) Engineering : c) Removing of two long sleepers i.e.., sleeper No 3 & 4 and refixing the same in position during block after passage of BCM. d) Removing obstruction i.e.., S&T CC block duly digging with crow bars and breaking with chisel/ hammer, cutting of rail pegs with gas. e) To remove, excess ballast on rail table for free movement of BCM and for packing purpose. f) Extension of cutter bar wherever required in assisting machine staff. g) Removing of cutter bar/ Chain links from the trenches after screening work by BCM. III . Post BCM Operation : a) Packing switch portion including Motor long sleeper i.e.., SRJ to heel joint to reset Point for train movement & initial packing of lead portion to allow train at 20KMPH and lifting the track in two stages (50mm to 75mm in each lift) wherever required for correcting the longitudinal surfacing b) Dumping of ballast in the deficient portion in crib, on main line turnout side for initial packing purpose. c) Boxing / Levelling of muck duly ensuring levelling of muck on cess side and lowering of cess to the deep screened depth and removing of muck in between the lines and leading up to 250mts. Note: 1. For technical reasons, some of the points and crossings cannot be deep screened either fully or partially by BCM, in which case, the left over length will be deep screening manually. 2. The length of points and crossings assembly for payment of this item should be taken from SRJ to longest concrete sleeper available just beyond heel of crossing along main line. | TRM | 1640.00 | 437.61 | 7,17,680.4 |
| 44 | For day time block working | TRM | 47400.00 | 19.88 | 9,42,312 |
| 45 | 60 Kg - 110/90 UTS - Outside Track | Each | 174.00 | 261.75 | 45,544.5 |
| 46 | 60 Kg - 110/90 UTS - On Running Line | Each | 229.00 | 331.17 | 75,837.93 |
| 47 | On Running Line | Each | 458.00 | 71.32 | 32,664.56 |
| 48 | 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 | 78.00 | 39.72 | 3,098.16 |
| 49 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 60.00 | 134.38 | 8,062.8 |
| 50 | For lead up to 500 metre. | MT | 60.00 | 403.67 | 24,220.2 |
| 51 | For lead beyond 500 metre and up to 1 Km. | MT | 116.00 | 520.17 | 60,339.72 |
| 52 | Extra to Item no. 171031 and 171032 with contractor's Rail Dolly / Dip Lorry | MT | 176.00 | 180.54 | 31,775.04 |
| 53 | From wagons during period of traffic block where handling by mechanical means is not possible | MT | 40.00 | 185.12 | 7,404.8 |
| 54 | From wagons not involving traffic block or on lines, not opened to traffic but handling by mechanical means is not possible | MT | 40.00 | 128.73 | 5,149.2 |
| 55 | During period of traffic block | MT | 582.00 | 30.73 | 17,884.86 |
| 56 | Lead up to 5 Km | MT | 50.00 | 175.92 | 8,796 |
| 57 | Lead beyond 5 Km and up to 10 km | MT | 50.00 | 218.17 | 10,908.5 |
| 58 | Lead beyond 10 Km and up to 20 km | MT | 50.00 | 275.73 | 13,786.5 |
| 59 | Lead beyond 20 Km and up to 30 km | MT | 50.00 | 345.9 | 17,295 |
| 60 | Lead beyond 30 Km and up to 50 km | MT | 50.00 | 443.4 | 22,170 |
| 61 | Lead beyond 50 Km and up to 100 Km | MT | 50.00 | 655.86 | 32,793 |
| 62 | Lead beyond 100 Km and up to 150 Km | MT | 627.00 | 973.94 | 6,10,660.38 |
| 63 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 250800.00 | 3.25 | 8,15,100 |
| 64 | Lead up to 5 Km | MT | 10.00 | 53.94 | 539.4 |
| 65 | Lead beyond 5 Km and up to 10 km | MT | 10.00 | 96.2 | 962 |
| 66 | Lead beyond 10 Km and up to 20 km | MT | 10.00 | 153.76 | 1,537.6 |
| 67 | Lead beyond 20 Km and up to 30 km | MT | 10.00 | 223.92 | 2,239.2 |
| 68 | Lead beyond 30 Km and up to 50 km | MT | 10.00 | 321.42 | 3,214.2 |
| 69 | Lead beyond 50 Km and up to 100 Km | MT | 50.00 | 533.89 | 26,694.5 |
| 70 | Lead beyond 100 Km and up to 150 Km | MT | 2523.00 | 851.96 | 21,49,495.08 |
| 71 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 378450.00 | 3.25 | 12,29,962.5 |
| 72 | From DMT - During period of traffic block | MT | 536.00 | 174.86 | 93,724.96 |
| 73 | From Truck / Trailer | MT | 2523.00 | 98.23 | 2,47,834.29 |
| 74 | From Truck / Trailer | MT | 90.00 | 103.01 | 9,270.9 |
| 75 | P.Way fittings of all types and other similar loose items | MT | 250.00 | 406 | 1,01,500 |
| 76 | 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 | 72.00 | 189.07 | 13,613.04 |
| 77 | 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 | 36.00 | 1,100.28 | 39,610.08 |
| 78 | Fixing of Railway's existing precast concrete slabs of different sizes in position for level crossings / trolley path and filling gap between check rail / running rail, slabs, approaches etc. with asphalt complete and as directed. | Sqm | 1000.00 | 99.88 | 99,880 |
| 79 | Manufacture of flared portion of Guard Rail by cutting and bending to required shape & RDSO's approved drawings. N o t e : (1) Rails shall be supplied by Railways. (2) One set consists of two rails i.e. both left and right. | Set | 10.00 | 4,423.89 | 44,238.9 |
| 80 | Providing and fixing of flared portion of guard rails of any rail section over PSC sleepers including fixing of with all fittings, including leading of rails and fittings, squaring and adjusting spacing of sleepers as required, providing nose blocks duly cutting wooden blocks supplied by railways and fixing it with bolts of 16mm dia as directed complete a n d finished as per RDSO's approved drawing. Note: 1.One set consists of LH & RH side rails of one end. 2.Required P.Way fittings will be supplied at SSE stores depot. | Set | 10.00 | 3,836.54 | 38,365.4 |
| 81 | Drilling holes 25mm to 40mm dia. with drill twist in the foot of guard rails for fixing guard rails on bridge as directed. | Each | 700.00 | 66.33 | 46,431 |
| 82 | 18 mm dia. | Each | 60.00 | 2,163.22 | 1,29,793.2 |
| 83 | 26.5 mm dia. | Each | 60.00 | 3,334.25 | 2,00,055 |
| 84 | Hand Gloves Leather (Left Hand & Right Hand) | Set | 60.00 | 335.15 | 20,109 |
| 85 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 100.00 | 830.66 | 83,066 |
| 86 | Hydra or similar tyre mounted Pick-n- Carry crane of 12T capacity for misc. works of handling of material | Hour | 100.00 | 1,123.37 | 1,12,337 |
| Schedule total | ₹2,90,85,800.5 | ||||
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