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Tender ID
Tender Value
₹16.5 Cr
EMD Value
₹9.8 L
Closing Date
20 Mar 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
TRACK
14 conditions · 3 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or V which ever 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: (a)The 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: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i) In case of 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: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note: Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. 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 atleast 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. Substantially Completed Work means an ongoing work in which payment equal to or more than 90% of the present contract value (excluding the payment made for adjustment of Price variation (PVC), if any) has been made to the contractor in that ongoing contract and no proceedings of termination of contract on Contractor's default has been initiated. The credential certificate in this regard should have been issued not prior to 60 days of date of invitation of present tender.
Definition of Similar Work :- Any Civil Engineering works (excluding Track works/Zonal works).
18 conditions · 5 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.
Tender value is including escalation of (-) 15% (minus Fifteen percent) on CPWD DSR rates Tender should note this before quoting the rates.
The original Bank Guarantee (in lieu of Bid Security) should be delivered in person to the official nominated (i.e.OS/Tenders/Engg/NED Division) within before closing date for submission of bids.(i.e., excluding the last date of submission of Bids).
All the instructions furnished in the Technical Compliance/ Commercial Compliance/ Custom/ Undertakings/General Instructions/Undertakings are only indicative and not exhaustive. The tenderer shall read the GCC/Tender documents for complete details.
The tenderer shall thoroughly go through the entire tender documents and strictly adhere to the instructions and directions given therein.
Nanded Division- SSE/Pway/NED Jurisdiction: Proposed safety related yard improvement & upgradation works at various yards(CRU,LBG,NED,MTDI & MGC-5 Yards), (IRPSM Project ID : 11.04.31.25.3.53.006)
T-202526-2-115
T-202526-2-115
Open
Works - General
12 Months
Nanded, Maharashtra
₹0
₹9.8 L
20 Mar 2026
25 Feb 2026
6 Mar 2026
152 items across 6 schedules · ₹18,59,56,585.56 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Using Soil Class SQ1 | cum | 2932.00 | 220.94 | 6,47,796.08 |
| 2 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | cum | 2.88 | 2,665.18 | 7,675.72 |
| 3 | 1:4:8 (1 Cement : 4coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size). | cum | 5.76 | 2,606.9 | 15,015.74 |
| 4 | Ordinary Portland Cement 53 grade of approved brands/makes | MT | 6.44 | 7,258.31 | 46,743.52 |
| 5 | For Through Rail Renewal work | TRM | 3328.00 | 38.7 | 1,28,793.6 |
| 6 | For Casual/Scattered Rail Renewal work | RM | 2808.00 | 30.73 | 86,289.84 |
| 7 | For Through Rail Renewal work | TRM | 3328.00 | 39.9 | 1,32,787.2 |
| 8 | For Casual/Scattered Rail Renewal work | RM | 2808.00 | 32.53 | 91,344.24 |
| 9 | For location of work not involving deep screening | Each | 2000.00 | 293.33 | 5,86,660 |
| 10 | For PSC wider base sleepers - For location of work not involving deep screening | Each | 2562.50 | 307.99 | 7,89,224.38 |
| 11 | For PSC wider base sleepers - For location of work involving deep screening. (deep screening to be paid separately) | Each | 2562.50 | 171.67 | 4,39,904.38 |
| 12 | Lubrication of Elastic Rail Clips on PSC sleepers as per procedure prescribed in latest edition of IRPWM with Railway's grease. | ERC | 99600.00 | 1.95 | 1,94,220 |
| 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 | 333.00 | 44.66 | 14,871.78 |
| 14 | 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 s c r e w w i t h 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 | 333.00 | 250.56 | 83,436.48 |
| 15 | Rail section of 52Kg and above | Each | 1880.00 | 110.77 | 2,08,247.6 |
| 16 | Renewal of existing SEJ with improved SEJ with PSC sleepers under traffic block c o n d i t i o n s 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 | 10.00 | 7,559.55 | 75,595.5 |
| 17 | 1 in 8½ Turnout (Under Traffic Block) | Set | 6.00 | 26,669.25 | 1,60,015.5 |
| 18 | 1 in 12 Turnout (Under Traffic Block) | Set | 6.00 | 30,595.82 | 1,83,574.92 |
| 19 | 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 | 6.00 | 3,927.85 | 23,567.1 |
| 20 | 1 in 8½ Turnouts | Set | 6.00 | 51,995.74 | 3,11,974.44 |
| 21 | 1 in 12 Turnouts | Set | 6.00 | 60,237.2 | 3,61,423.2 |
| 22 | Derailing Switch | Set | 22.00 | 12,763.98 | 2,80,807.56 |
| 23 | 1 in 8½ Points & Crossing | Set | 20.00 | 11,565.13 | 2,31,302.6 |
| 24 | 1 in 12 Points & Crossing | Set | 20.00 | 15,720.77 | 3,14,415.4 |
| 25 | Sleepers up to 2.85 m length | Each | 132.00 | 524.03 | 69,171.96 |
| 26 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 60.00 | 721.59 | 43,295.4 |
| 27 | Sleepers of more than 4.20 m length | Each | 60.00 | 1,136.71 | 68,202.6 |
| 28 | Depth of 250 mm below bottom of sleeper for Turnouts | TRM | 8000.00 | 571.36 | 45,70,880 |
| 29 | Depth of 300 mm below bottom of sleeper for Turnouts | TRM | 800.00 | 628.18 | 5,02,544 |
| 30 | Depth of 150 mm below bottom of sleeper - For Plain Track : | TRM | 1000.00 | 366.99 | 3,66,990 |
| 31 | Depth of 200 mm below bottom of sleeper - For Plain Track : | TRM | 2000.00 | 402.9 | 8,05,800 |
| 32 | Depth of 250 mm below bottom of sleeper - For Plain Track : | TRM | 1200.00 | 444.55 | 5,33,460 |
| 33 | Depth of 300 mm below bottom of sleeper - For Plain Track : | TRM | 400.00 | 500.92 | 2,00,368 |
| 34 | 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 | 4192.00 | 154 | 6,45,568 |
| 35 | Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. | TRM | 576.00 | 23.82 | 13,720.32 |
| 36 | Under Traffic Block Conditions: | cum | 6000.00 | 45.35 | 2,72,100 |
| 37 | When distance of nearest quarry is more than 30 km and up to 40 km | cum | 6000.00 | 1,070.39 | 64,22,340 |
| 38 | 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 joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. 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 | 400.00 | 1,443.86 | 5,77,544 |
| 39 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 6656.00 | 118.77 | 7,90,533.12 |
| 40 | With Railway's Hydraulic Rail tensor | TRM | 6656.00 | 44.78 | 2,98,055.68 |
| 41 | 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 | 20.00 | 1,567.39 | 31,347.8 |
| 42 | With Contractor's hard wood block. | Each | 590.00 | 2,239.07 | 13,21,051.3 |
| 43 | 1 in 16 Turnout | Set | 1.00 | 1,671.42 | 1,671.42 |
| 44 | 1 in 12 Turnout | Set | 20.00 | 1,110.71 | 22,214.2 |
| 45 | 1 in 8½ Turnout | Set | 20.00 | 717.27 | 14,345.4 |
| 46 | Derailing Switch | Set | 4.00 | 358.63 | 1,434.52 |
| 47 | Kilometre & Gradient post | Each | 200.00 | 85.27 | 17,054 |
| 48 | LWR / SEJ Board | Each | 50.00 | 150.25 | 7,512.5 |
| 49 | Curve Post | Each | 50.00 | 90.22 | 4,511 |
| 50 | Curve Board | Each | 50.00 | 150.25 | 7,512.5 |
| 51 | Curve details, SE, Versine, Station Nos. etc. per station. | Each | 50.00 | 48.42 | 2,421 |
| 52 | Attending the CC apron repairs under the sleeper where there is separation of PSC Sleeper along whole periphery and puncturing of apron under the sleepers, chiselling as required including removal of foreign materials from the sleeper trench and dewatering duly filling cement concrete with CONBEXTRA-GP2 or similar, the narrow gaps completely including pouring, finishing, curing to match with the existing C.C.apron surface and slopes complete, labour charges in traffic block and as per the direction of Engineer In charge. | Each | 2000.00 | 1,745.51 | 34,91,020 |
| 53 | 1 in 8½ Turnout | Each | 2.00 | 45,835.6 | 91,671.2 |
| 54 | 1 in 12 Turnout | Each | 16.00 | 52,764.51 | 8,44,232.16 |
| 55 | 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 | 600.00 | 13.98 | 8,388 |
| 56 | 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 | 600.00 | 33.79 | 20,274 |
| 57 | 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 | 600.00 | 25.65 | 15,390 |
| 58 | 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 | 600.00 | 2.38 | 1,428 |
| 59 | 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 | 600.00 | 17.77 | 10,662 |
| 60 | 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 | 600.00 | 31.86 | 19,116 |
| 61 | 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 level. 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 | 600.00 | 361.07 | 2,16,642 |
| 62 | For day time block working | TRM | 600.00 | 16.42 | 9,852 |
| 63 | For night time block working | TRM | 50.00 | 18.4 | 920 |
| 64 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 2.00 | 8,057.73 | 16,115.46 |
| 65 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 12.00 | 9,376.4 | 1,12,516.8 |
| 66 | 1 in 16 Turnouts (Under Traffic Block Conditions) | Set | 1.00 | 12,188.88 | 12,188.88 |
| 67 | Extra to Item no. 156011 for night block working | Set | 4.00 | 1,208.66 | 4,834.64 |
| 68 | Extra to Item no. 156012 for night block working | Set | 4.00 | 1,406.46 | 5,625.84 |
| 69 | Extra to Item no. 156013 for night block working | Set | 1.00 | 1,828.33 | 1,828.33 |
| 70 | 60 Kg - 110/90 UTS - Outside Track | Each | 200.00 | 212.2 | 42,440 |
| 71 | 52 Kg - 90 UTS - Outside Track | Each | 200.00 | 191.5 | 38,300 |
| 72 | 60 Kg - 110/90 UTS - On Running Line | Each | 200.00 | 270.31 | 54,062 |
| 73 | 52 Kg - 90 UTS- On Running Line | Each | 200.00 | 219.15 | 43,830 |
| 74 | Outside Track | Each | 600.00 | 50.55 | 30,330 |
| 75 | On Running Line | Each | 600.00 | 64.84 | 38,904 |
| 76 | 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 | 200.00 | 34.01 | 6,802 |
| 77 | Renewal of existing running rail and guard rails of all sections on bridge portion over Steel Channel sleepers/PSC sleepers under traffic block including leading of new rails, fittings, refixing all the fastenings as per approved drawings including cutting of rails, drilling of holes to running and guard rails as required as per drawing and leading back the released rails and fittings and stacking at nominated place clear of infringements with all leads & lifts tools and consumables complete and as directed. | TRM | 240.00 | 649.33 | 1,55,839.2 |
| 78 | 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 | 30.00 | 6,231.22 | 1,86,936.6 |
| 79 | 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 | 50.00 | 5,388.98 | 2,69,449 |
| 80 | Stop Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 20.00 | 6,231.22 | 1,24,624.4 |
| 81 | 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 | 30.00 | 7,524.7 | 2,25,741 |
| 82 | 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 | 200.00 | 1,056 | 2,11,200 |
| 83 | For erection | Each | 200.00 | 220.96 | 44,192 |
| 84 | For removal | Each | 200.00 | 179.15 | 35,830 |
| 85 | 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 | 150.00 | 417.41 | 62,611.5 |
| 86 | Providing and fixing Trolley Refuge of size 3.0m x3.0m on cess, placing with released unserviceable PSC sleepers and keeping them at all four sides of refuge and also placing as matting inside the refuge by keeping them in upside down position with a minimum of 14 sleepers including levelling with earth, excavation, all lead and lift, crossing of tracks, leading the sleepers with in a free lead and lift, handling etc., with all contractor's men material complete and as directed by the Engineer-in-charge. Note: Earth-work will to be paid separately under relevant item. | Each | 100.00 | 3,471.5 | 3,47,150 |
| 87 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 1700.00 | 870.14 | 14,79,238 |
| 88 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 1000.00 | 836.21 | 8,36,210 |
| 89 | Tractor with Trolley for local transportation or other misc. works. | Hour | 600.00 | 200.69 | 1,20,414 |
| 90 | Arranging labour as and when required by the Engineer in charge, for various works under SSE/P.Way, with contractor's T&P, equipments, hand signal flags, etc. as per specifications, special conditions and detailed scope of work as furnished in the tender and as directed by the Engineer in charge. Note: Item shall be operated with prior approval of concerned Sr. DEN / DEN in charge. | Day | 1400.00 | 606.09 | 8,48,526 |
| 91 | 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 | 6.00 | 14,080.46 | 84,482.76 |
| 92 | 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 | 100.00 | 375.65 | 37,565 |
| 93 | 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 | 400.00 | 515.8 | 2,06,320 |
| Schedule total | ₹3,34,41,038.27 | ||||
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Qtysheet-YardImprovement-NED.pdf
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NED-YardImprovement-Location.pdf
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SpecialConditionsforJCBHydra.pdf
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GCC_April-2022_ACS1to91.pdf
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specialconditionforEarthwork.pdf
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TenderBookletNEDNEW1.pdf
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TenderBookletNEDNEW2.pdf
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