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Tender Value
₹5.3 Cr
EMD Value
₹10.6 L
Closing Date
18 Aug 2026, 3:30 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
(PH-31)
NORTH
14 conditions · 2 needing a document upload
Financial Eligibility Criteria as per Clause 10.2 of Part-I of IRSGCC-2022 and ACS No.1 dt 14.07.22: 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-F (Annexure-VIB of GCC), along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Technical Eligibility Criteria: as per Clause 10.1 of Part-I of IRSGCC-2022 (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. Note for Item 10.1 of IRSGCC-2022: 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.
Defination of Similar Work :- F 1a-c Any Railway track work including track maintenance work.
17 conditions · 6 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.
The tenderers in their bids shall indicate the details of their Jurisdictional Assessing Officers (Designation, address & email id). In case of a contract award, a copy of the LOA/Purchase Order shall be immediately forwarded by Purchaser/Executive to the Jurisdictional Assessing Officer mentioned in the Tenderer's bid. (GST).
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. Note: Please read carefully (Provision of Para 14 of GCC) the document required to be uploaded here.
Any other information / Certificates / General Power of Attorney required as per Tender for Partnership Firms, Company:The tenderer whether sole proprietor / a company or a partnership firm / registered society/registered trust / HUF / LLP etc if they want to act through agent or individual partner(s), should submit along with the tender, a copy of power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, specifically authorizing him/them to sign the tender, submit the tender and further to deal with the Tender/ Contract up to the stage of signing the agreement except in case where such specific person is authorized for above purposes through a provision made in the partnership deed / Memorandum of Understanding Article of Association /Board resolution, failing which tender shall be summarily rejected. Note: Please read carefully (Provision of Para 15 of GCC) the document required to be uploaded here.
Tender value is including escalation of (-)15% (Minus Fifteen Percent) on CPWD DSR rates. Tenderer should note this before quoting the rates.
The original BG (in lieu of Bid Security) should be delivered in person to the official nominated (i.e.OS/Tenders/Engg/GNT Division)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 lnstructions 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.
SW-I: Guntur - Nadikudi section: Complete Track Renewal (P) - 2.00 Tkm, Through Rail Renewal (P) - 21.947 Tkm & Through Sleeper Renewal (P) - 2.90 Tkm SW-II: Nadikudi - Macherla section: Through Rail Renewal (P) - 17.623 TkmSW-III: Through Fittings Renewal - 17.95 Tkm (All fittings) & 38.93 Tkm (Rubber pad only) in Sr.DEN/North/GNT sectionSW-IV: Through Ballast Renewal (Main line) by BCM for a total length of 1.405 Tkm, Turnouts by BCM (31nos), Loop lines by Manually for a total length of 1.916 Tkm in Sr.DEN/North/GNT section.SW-V: Renewal of Switch Expansion Joints with Thick Web SEJs (TWSEJ) - 10 nos in Sr.DEN/North/GNT section..SW-VI: Renewal of Glued Joints - 45 nos in Sr.DEN/North/GNT section..
01-DRM-W-GNT-Tid-01
01-DRM-W-GNT-Tid-01
Open
Works - General
12 Months
Guntur, Andhra Pradesh
₹0
₹10.6 L
18 Aug 2026
24 Jul 2026
4 Aug 2026
116 items across 5 schedules · ₹5,28,02,200.8 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Up to 40 m long rail panel | RM | 9945.00 | 7.89 | 78,466.05 |
| 2 | More than 40 m long rail panel | RM | 88940.00 | 12.46 | 11,08,192.4 |
| 3 | Extra to Item no. 061011 for working on bridge | RM | 240.00 | 3.44 | 825.6 |
| 4 | Extra to Item no. 061012 for working on bridge | RM | 1672.00 | 5.72 | 9,563.84 |
| 5 | For Through Rail Renewal work | TRM | 42470.00 | 38.7 | 16,43,589 |
| 6 | For Casual/Scattered Rail Renewal work | RM | 2845.00 | 30.73 | 87,426.85 |
| 7 | For Through Rail Renewal work | TRM | 42470.00 | 39.9 | 16,94,553 |
| 8 | For Casual/Scattered Rail Renewal work | RM | 2845.00 | 32.53 | 92,547.85 |
| 9 | For PSC wider base sleepers - For location of work involving deep screening. (deep screening to be paid separately) | Each | 8134.00 | 171.67 | 13,96,363.78 |
| 10 | Locations other than Ballasted Deck Bridge | Each | 900.00 | 407.84 | 3,67,056 |
| 11 | Ballasted Deck Bridge | Each | 60.00 | 481.59 | 28,895.4 |
| 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 | 29802.00 | 30.44 | 9,07,172.88 |
| 13 | Through replacement of Grooved Rubber Sole pads(GRSP) on PSC sleepers duly removing the ERCs and liners and replacing the GRSP by just lifting the rail after cleaning the rail seat, refixing the liner and ERC after greasing of ERCs, liners and Liner contact area including sealing with Contractor's Grease Graphite Grade 'O' (IS:408) duly cleaning of rust/scale of ERC, Metal /GFN liners & SGCI insert by using wire brush, scrapper/sand emery paper etc., with all contractor's labour, tools, plants including collection and stacking of released materials at nominated locations within SSE Jurisdiction and as directed by Engineer-in- Charge. Note: GRSP will be supplied at SSE/stores/depot. | Sleeper | 64632.00 | 28.3 | 18,29,085.6 |
| 14 | Lubrication of Elastic Rail Clips on PSC sleepers as per procedure prescribed in latest edition of IRPWM with Railway's grease. | ERC | 287489.00 | 1.95 | 5,60,603.55 |
| 15 | 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 | 12160.00 | 44.66 | 5,43,065.6 |
| 16 | Rail section of 52Kg and above | Each | 7364.00 | 110.77 | 8,15,710.28 |
| 17 | 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 | 30.00 | 7,559.55 | 2,26,786.5 |
| 18 | 1 in 8½ Points & Crossing | Set | 2.00 | 11,565.13 | 23,130.26 |
| 19 | 1 in 12 Points & Crossing | Set | 29.00 | 15,720.77 | 4,55,902.33 |
| 20 | Depth of 300 mm below bottom of sleeper - For Plain Track : | TRM | 1916.00 | 500.92 | 9,59,762.72 |
| 21 | 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 | 17244.00 | 4.76 | 82,081.44 |
| 22 | 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 | 1916.00 | 154 | 2,95,064 |
| 23 | Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. | TRM | 1916.00 | 23.82 | 45,639.12 |
| 24 | 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 | 39570.00 | 22.66 | 8,96,656.2 |
| 25 | Under Traffic Block Conditions: | cum | 21392.00 | 45.35 | 9,70,127.2 |
| 26 | 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 | 1052.00 | 1,443.86 | 15,18,940.72 |
| 27 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 3321.00 | 118.77 | 3,94,435.17 |
| 28 | With Railway's Hydraulic Rail tensor | TRM | 104679.00 | 44.78 | 46,87,525.62 |
| 29 | With 2 bolts | Set | 1639.00 | 95.33 | 1,56,245.87 |
| 30 | 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 r e q u i r e d 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 | 105.00 | 1,567.39 | 1,64,575.95 |
| 31 | 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 | 150.00 | 257.55 | 38,632.5 |
| 32 | Unloading of mono-block PSC sleepers in PQRS Depot using Railway's Portal crane from wagons and stacking them at the end of Assembling Line with all leads & lift. Note: 1.Unloading to be done within the stipulated time as and when loaded BFRs are received, so as to hand over empty BFRs without demurrage; 2.If unloading is not done within the stipulated time, the demurrage raised by the Railways shall be borne by the Contractor. 3.Contractor has to arrange necessary tools etc., complete for unloading from BFR's and stacking. | Each | 8134.00 | 5.43 | 44,167.62 |
| 33 | Assembling of 13m / 12.6m long track panels in PQRS Depot by spreading PSC sleepers already unloaded and stacked, to correct spacing as per specified sleeper density per km, using Railway's portal crane, placing service rails on them and fixing rails to sleepers with standard fastening properly to get correct gauge with all contractor's labour, tools, plants etc. | TRM | 4900.00 | 34 | 1,66,600 |
| 34 | Loading pre-assembled panels with PSC sleepers in layers on BFR with Railway's Portal Crane in PQRS Depot, complete in such a manner that it may be dispatched in train formation to mid section, as directed by engineer in-charge. | TRM | 4900.00 | 4.98 | 24,402 |
| 35 | PQRS: Pre Block activity: Removing of the existing ballast from crib portion of the full length of existing PSC sleeper and further up to the bottom of sleepers to accommodate new sleeper and dumping the ballast so removed on the shoulders/cess with contractor own labour, tools and plants etc, complete with all lead and lift and as directed by the Engineer-in-charge at site including crossing of track wherever necessary. | TRM | 4900.00 | 27.87 | 1,36,563 |
| 36 | PQRS: During line block activity: Dismantling existing track, levelling disturbed and uneven surface of bed up to bottom of sleeper, Loading the released panels in to BFR with Railway's portal cranes, Placing new panels from BFRs on to track with Railway's portal crane, Linking of Track with all fittings, placing ballast as required in crib and shoulders, aligning and surfacing of track, attending track parameters and initial packing to track to allow traffic at restricted speed of 20 kmph with contractor's labour, tools etc, complete and lead & lift as directed by the Engineer- in-charge at site including crossing of track wherever necessary. Note: The PQRS cranes with fuel and operators will be provided by Railway. | TRM | 4900.00 | 35.33 | 1,73,117 |
| 37 | PQRS: Post Block activity, Pulling back the left over ballast from shoulders/cess in to track and dumping in cribs and shoulders, regulating and boxing with available ballast to facilitate surfacing of track during lifting with contractors own labour, tools etc, complete and lead & lift as directed by the Engineer-in-charge at site including crossing of track wherever necessary. | TRM | 4900.00 | 18.75 | 91,875 |
| 38 | With Railway's portal crane for PSC sleeper track | TRM | 4900.00 | 48.87 | 2,39,463 |
| 39 | Laying of auxiliary track with all types of rails, already available on cess, fixing rails on wooden blocks / CST-9 pots at 2m interval, true to square, to required alignment & level, fixing with spikes / screws / keys, linking rails with fish plates, bolts & nuts to a gauge of 3400mm (with reference to centre line of existing BG track), levelling both the rails to same plane as that of BG track over stone ballast by way of removing ballast from shoulders of existing track, providing one round of packing. Subsequently, dismantling auxiliary track after completion of PQRS work at site by way of removing wooden blocks / CST-9 pots and carrying same to next stretch / location, if required, where auxiliary track has to be laid and spreading the same at required locations and leaving rails there itself for carrying out TRR work later. | TRM | 6370.00 | 38.01 | 2,42,123.7 |
| 40 | For rails above 40m length | TRM | 4900.00 | 93.84 | 4,59,816 |
| 41 | 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 | 6708.00 | 13.98 | 93,777.84 |
| 42 | 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 | 6708.00 | 33.79 | 2,26,663.32 |
| 43 | 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 | 6400.00 | 25.65 | 1,64,160 |
| 44 | 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 | 22500.00 | 2.38 | 53,550 |
| 45 | 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 | 6305.00 | 17.77 | 1,12,039.85 |
| 46 | 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 | 8221.00 | 31.86 | 2,61,921.06 |
| 47 | 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 | 1550.00 | 361.07 | 5,59,658.5 |
| 48 | For day time block working | TRM | 3321.00 | 16.42 | 54,530.82 |
| 49 | For night time block working | TRM | 1000.00 | 18.4 | 18,400 |
| 50 | Level crossing with asphalted surface | Sqm | 200.00 | 327.1 | 65,420 |
| 51 | Removing and refixing of guard Rails over slab bridges during machine packing with all contractor's men and materials duly removing fittings, leading guard rails to bridge approaches, lifting, dragging, positioning and crossing of track etc, and as directed by Engineer In charge. | TRM | 250.00 | 91.01 | 22,752.5 |
| 52 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 2.00 | 8,057.73 | 16,115.46 |
| 53 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 29.00 | 9,376.4 | 2,71,915.6 |
| 54 | Carrying out ancillary works required for UTV working under line block i.e., turning of rails/ Sleepers and keeping in position for fixing of UTV clamps to rail, keeping rails/PSC Sleepers in position while loading into BFR, removal of clamps on BFR for releasing loaded rail/Sleepers, adjusting of rails/Sleepers on BFR etc. by providing minimum of three men in a shift of 8 hours, with all contractor's tools, all lead, lift, crossing of tracks etc., complete and as directed by the engineer - in - charge. Note: In case, contractor provides less no. of Labour, payment will be deducted for each such person @ 2/3 rd of the accepted item rate. | Shift | 100.00 | 1,970.65 | 1,97,065 |
| 55 | BCM/FRM/UNIMAT (7.5 KVA generator and 12x500 W) | Night | 50.00 | 3,524.13 | 1,76,206.5 |
| 56 | CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W) | Night | 50.00 | 3,310.06 | 1,65,503 |
| 57 | 60 Kg - 110/90 UTS - Outside Track | Each | 800.00 | 212.2 | 1,69,760 |
| 58 | 52 Kg - 90 UTS - Outside Track | Each | 1150.00 | 191.5 | 2,20,225 |
| 59 | 60 Kg - 110/90 UTS - On Running Line | Each | 1549.00 | 270.31 | 4,18,710.19 |
| 60 | 52 Kg - 90 UTS- On Running Line | Each | 6027.00 | 219.15 | 13,20,817.05 |
| 61 | Outside Track | Each | 1767.00 | 50.55 | 89,321.85 |
| 62 | On Running Line | Each | 7798.00 | 64.84 | 5,05,622.32 |
| 63 | 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 | 6248.00 | 34.01 | 2,12,494.48 |
| 64 | Opening of level crossing up to required width from centre line of track for replacement of sleepers by digging of pucca road surface up to bottom of sleeper, removing of ballast, muck etc., screening of ballast & stacking the same near level crossing and disposing of all debris, replacing the required sleeper duly packing the sleeper to make fit for normal traffic and closing of LC surface with screened ballast to original level by proper ramming and consolidation to smooth motarable surface as directed by engineer in-charge. | Sqm | 700.00 | 316.85 | 2,21,795 |
| 65 | 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 | 220.00 | 156.93 | 34,524.6 |
| 66 | 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 | 110.00 | 942.22 | 1,03,644.2 |
| 67 | Fixing check rails to running rails on level crossings with MS brackets, MS packing plates, bolts & nuts, spring washers etc. including lubrication as per approved drawing & specifications, as directed. Rails, MS brackets, packing plates, bolts & nuts, spring washers will be supplied by Railways. Note: One set consists two check Rails. | Set | 11.00 | 4,341.61 | 47,757.71 |
| 68 | Paving of level crossing road surface with Railway's precast RCC slab / blocks as per standards / approved drawings for light and heavy vehicles on bed of sand, moorum or gravel, duly compacted and joints filled with mixture of sand & tar/bitumen in proportion of 1:2 by weight. | Sqm | 1300.00 | 204.67 | 2,66,071 |
| 69 | Manufacturing and using wooden sleepers/blocks required for matting and bearing as per approved design for use below and above CC Crib for insertion of Temporary Girder etc.. Note: The item is for one time use and released wooden sleepers/blocks shall be the property of the Contractor. | cum | 74.00 | 1,728.95 | 1,27,942.3 |
| 70 | 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 | 466.00 | 649.33 | 3,02,587.78 |
| 71 | Manufacture of flared portion of Guard Rail by cutting and bending to required shape & RDSO's approved drawings. Note: (1) Rails shall be supplied by Railways. (2) One set consists of two rails i.e. both left and right. | Set | 7.00 | 3,509.41 | 24,565.87 |
| 72 | 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 and 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 | 7.00 | 3,189.64 | 22,327.48 |
| 73 | Dismantling of existing flared portion of guard rails of any rail section over PSC sleepers duly removing rails & fastenings and leading and stacking released materials at nominated place within free lead, clear of infringements, complete and as directed. Note: One set consists of LH & RH side rails of one end. | Set | 7.00 | 1,783.81 | 12,486.67 |
| 74 | Manufacture, supply & fixing of galvanised steel fittings of insulated galvanised steel channel sleeper for 60 Kg running rails & 52 Kg Guard Rail as per RDSO drawing no. RDSO/T-5155 to 5164 with up-to-date correction slips and specifications from RDSO approved sources with all contractor's lead, lift, labour, tools, plant, transportation etc. complete and instructions of Engineer in-charge. | Set | 240.00 | 2,781.85 | 6,67,644 |
| 75 | For erection | Each | 1123.00 | 220.96 | 2,48,138.08 |
| 76 | For removal | Each | 1123.00 | 179.15 | 2,01,185.45 |
| 77 | Galvanisation of Railway's stretcher bars, M.S.Liners, ERCs and Plate screws by hot dip process with Zinc Coating and mass of Zinc coating shall not be less than 705 g/sqm and galvanisation thickness shall not be less than 100 microns including necessary surface preparation as per Clause-4 of IS:2629-1985. Galvanisation shall be done as per IS:2629-1985 and IS:4759-1996 with Zinc conforming to IS:209-1992, duly taking all the measures for safeguarding against embrittlement of hot-dip galvanised iron and steel products as per IS:6158-1984 with all contractor's labour, material, tools, plant, all lead, lift and crossing of tracks etc. complete and as directed by the Engineer in-charge. | MT | 74.00 | 27,914.95 | 20,65,706.3 |
| 78 | 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 | 2213.00 | 606.09 | 13,41,277.17 |
| Schedule total | ₹3,47,41,034.55 | ||||
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01-02-MasterDocument01WorksGCC2022withACS11.pdf
ATTACHMENT
01MasterDocument02worksGCC2022withACS11-Final.pdf
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GCC_April-2022_2022ACS1to11-Merged-compressed1.pdf
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earthworkconditions.pdf
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Guidelinesforprotectionofcablesatdigginglocations.pdf
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Paintingofnewrails.pdf
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RevisedApprovedlistofBrandsandMakes2026withallenclosures.pdf
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SystemImprovementsformaintainingSiteRecords-CE-Works-1.pdf
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Trackworksconditions-2026.pdf
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Sr.DENNorthSection-TrackRenewalsworks-Locations.pdf
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