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Tender Value
₹43.7 Cr
EMD Value
₹87.4 L
Closing Date
15 Sept 2026, 3:00 pm
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
SR DEN NW
16 conditions · 3 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments'' in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover.
The tenderers shall submit requisite information as per Annexure-VIB, 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: (Para 10.1 of GCC April 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.
Note for Item 10.1 of GCC April 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.
Similar Nature of Work:- Any Rail/Road Bridge work of opening more than 3.0 m. Note: The tenderer should have the experience of carrying out work under running traffic.
108 conditions · 8 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 payment towards earnest money (EMD) against the works tenders should be made as brought out in GCC April 2022, Para 5: (Bid Security) PART I Instructions to Tenderers (ITT) & Para 6 (a to d) of Tender Form (Second Sheet) and as per GCC 2022 ACS 11. Railway Board letter no. 2022|CE-UCTIGCC- 2022[POLICY/Pt.I (E-3320424) dated 13.03.2026.
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' and Labour Cooperative Societies shall submit Registration Certificate issued by appropriate authority.
The Bid Security shall be deposited either in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per Annexure- VIA and shall be valid for a period of 90days beyond the bid validity period
In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured:
A scanned copy of the Bank Guarantee shall be uploaded on e- Procurement Portal (IREPS) while applying to the tender.
The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids (i.e. excluding the last 2.3.2 date of submission of bids). (Corrigendum: Para 5(3) ii Part I of GCC has been modified vide Advance Correction Slip No. 5 Railway Board's letter no. 2022/CE-l/CT/GCC-2022/Policy Dated 20.10.2023)
Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original 2.3.3 Bank Guarantee within the specified period shall lead to summary rejection of bid.
The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender.
The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, FAILING WHICH THE BID WILL BE REJECTED.
The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid 2.3.6 for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope.
The envelope shall be addressed to the officer and address as mentioned in the tender document.
Submission of Tenders: Tenders should be submitted as brought out in GCC April 2022, Para 6: (Care in Submission of Tenders) PART I Instructions to Tenderers (ITT).
ANNEXURE - I - TENDER FORM (First Sheet) is to be submitted mandatorily.
Applicability of rules for this tender
Indian Railways Standard General Conditions of Contract updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents. (GCC April 2022)
Indian Railways Unified Standard Specification (IRUSS-2019) updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents, if applicable in the contract
CPWD Specifications 2019 Vol I & II updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents, if applicable in the contract
Indian Railways Unified Standard Specifications (Works and Material) 2010 updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents, if applicable in the contract
IR Specifications/Guidelines updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents
Relevant B.I.S. Codes updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents
In these Special Conditions of Contract the following terms shall have the meaning hereby assigned to them except where the context otherwise requires.
General Condition of Contract shall mean General Condition of Contract - April 2022 corrected up to date as contained in Western Railway, Engineering department, Indian Railways Unified Standard Schedule of Rates 2019 and Indian Railways Unified Standard Specification 2019 with up to date correction slip, And /OR CPWD Delhi schedule of rate 2019( DSR-Vol.-I and Vol.-2 ,DSR Horticulture and landscaping, specification ( Vol-I and Vol-II) & Horticulture& landscaping with up to date correction slip. Whichever is applicable.
Standard specification shall mean'' Indian railway United standard specification ( Works and materials) Vol.-I &II) And /OR Indian Railway Unified standard schedule of rates (IR USSOR- 2019) and specifications. with up to date correction slip And /OR CPWD Delhi schedule of rate 2019 (DSR-Vol.-I and Vol.-2, DSR- Horticulture and landscaping, specification (Vol-I and Vol-II) & Horticulture& landscaping with up to date correction slip. Whichever is applicable.
Standard schedule Items/rates shall mean the Items/Rates in the Indian Railways Unified Standard Schedule of Rates 2019 and Indian Railways Unified Standard Specification 2019 with up to date correction slip, And /OR CPWD Delhi schedule of rate 2019( DSR-Vol.-I and Vol.-2 ,DSR Horticulture and landscaping, specification ( Vol-I and Vol-II) & Horticulture& landscaping with up to date correction slip. Whichever is applicable
Where there is any conflict in conditions/Specifications contained in various parts, order of precedence will be as given below
Any foot note given by the Railway in the schedule of quantities and rates.
Description of item in the Schedule of Quantities and rates.
Special Specifications
Additional Special Conditions/of Contract.
Standard Specifications.
Special Conditions of Contract & General Conditions of Contract April 2022 corrected upto date
Stamp Duty is applicable as per Stamp Act with latest amendments as applicable in the State.
Rights of the Railway to deal with Tender: As per GCC April 2022, Para 7, 8 & 9 Tender Form (Second Sheet), PART I Instructions to Tenderers (ITT).
The authority for the acceptance of the tender will rest with the Railway. It shall not be obligatory on the said authority to accept the lowest tender or any other tender, and tenderer(s) shall neither demand any explanation for the cause of rejection of his/ their tender nor the Railway to assign reasons for declining to consider or reject any particular tender or tenders.
If the tenderer(s) deliberately gives / give wrong information in his/their tender or creates/create circumstances for the acceptance of his/their tender, the Railway reserves the right to reject such tender at any stage.
(iii)If any partner(s) of a partnership firm expires after the submission of its tender or after the acceptance of its tender, the Railway shall deem such tender as cancelled/contract as terminated under clause 61 of the Standard General Conditions of Contract, unless the firm retains its character as per partnership agreement. If a sole proprietor expires after the submission of tender or after the acceptance of tender, the Railway shall deem such tender as cancelled / contract as terminated under clause 61 of the Standard General Conditions of Contract.
Payment of Royalty Charges
All taxes, royalty charges, etc. of whatever nature in connection with the work including extraction and supply of rubble stone/stone ballast/sand/moorum earth or any other material used on the work shall have to be borne by the Contractor. The Contractor will be required to obtain a royalty clearance certificate from the concerned Revenue Authorities/Collector and produce the same to the Engineer after completion of the supply but before release of the final bill.
Royalties and Patent Rights: (a)The Contractor shall defray the cost of all royalties, fees and other payments in respect of patents, patent rights and licenses which may be payable to patentee, licensee or other person or corporation and shall obtain all necessary licenses. (b)The contractor shall indemnify, the Railway or any agent, servant or employee of the Railway against any action, claim or proceedings relating to infringement use of any patent or design any alleged patent or design rights and shall pay any royalties or other charges which may be payable in respect of any articles or materials or part thereof included in the contract. In the event of any claim being made or action being brought against the Railway or any agent, servant or employee of the Railway in respect of any such matters, as aforesaid, The contractor shall indemnify notified thereof. Provided that such indemnify shall not apply when such infringement has taken place in complying with the specific direction issued by the Railway but the contractor shall pay any royalties or other charges payable in respect of any such use.
Final bills of Ballast supply contracts are to be passed on submission of Royalty Clearance Certificate by the contractor from the concerned Revenue Authorities/ Collectors.
SPECIAL CONDITION FOR TAX DEDUCTION
In respect of works, a deduction of 2% from each of the Contractor's bills shall be made in terms of section 194(C) of the Income Tax Act of 1961 & 1991 and as per instructions issued from time to time (Surcharge will also be deducted along with I. Tax as per extent rules).
The Railway will deduct sales tax if leviable in a particular state where the work is going on, the gross amount of each bill while making payment to the contractor(s). The recovery shall be governed as per the guide lines & rates prescribed by the concerned State Government.
Any Other taxes The Contractor shall bear in full all taxes and royalties levied by the State Government and/or Central Government from time to time. This would be entirely a matter between the contractor and State Government/or Central Government. Railway will recover the taxes and royalties through final bills if the contractor fails to pay the taxes and royalties to the Government.
DETAILS OF INSPECTION REGISTER AND RECORDS ARE TO MAINTAINED BY TENDERER ARE AS FOLLOWS:
The Contractor/s shall maintain accurate records, plans and charts showing the dates and progress of all main operations and the Engineer shall have access to this information at all reasonable times. Records of tests made shall be handed over to the Engineer/s representative after carrying out the tests. The following registers will be maintained at site by the Contractor/s.
Site Order Register: The Contractor/s shall promptly acknowledge by putting his signature in the site order against any order given therein by the Engineer or his representative or his superior officers and comply with them. The Compliance shall be reported by the Contractor/s to the Engineer in good time so that it can be checked.
Labour Register: This register will be maintained to show daily strength of labour in different categories employed by the Contractor/s.
LOG book of events: All events are required to be chronologically logged in this book shift wise and date wise.
Cement & steel registers shall be maintained by the contractor.
DISASTER MANAGEMENT "All the available vehicles and equipment's of the contractor can be drafted by the Railway Administration in case of accidents/ natural calamities involving human lives. The payment for such drafting shall be made according to the rates as shall be fixed by the Engineer. However, if the contractor is not satisfied with the decision of the Engineer in this respect he may appeal to the Chief Engineer within 30 Days of getting the decision of the Engineer, supported by analysis of the rates claimed. The Chief Engineer's decision after hearing both the parties in the matter would be final and binding on the contractor and the Railway".
EMERGENCY WORK In the event of any accident or failure occurring in the execution of work/ arising out of it which in the opinion of the Engineer requires immediate attention, the Railway may bring its own workmen or other agency/agencies to execute or partly execute the necessary work or carry out repairs if the Engineer-in-charge considers that the contractor(s) is/are not in a position to do so in time without giving any notice and charge the cost thereof, to be determined by the Engineer- in-charge, to the contractor.
DAMAGE BY ACCIDENT/ FLOOD/ TIDES OR NATURAL CALAMITIES The Contractor shall take all precautions against damages from accidents, floods tides or other natural occurrences. He shall not be entitled to any compensation for his tools, plants, materials, machines and other equipment lost or damaged by any cause whatsoever. The Contractor shall be liable to make good the damage to any structure or part of a structure, plant or material of every description belonging to the Railway covered under the Contract, lost or damaged by him due to any cause during the course of execution of work. The Railway Administration will not be liable to pay the contractor any charge for rectification or repair to any damage which may have occurred from any cause what so ever.
INCLUSION OF LETTER OF CREDIT AS MODE OF PAYMENT For all the tenders having advertised cost of Rs 10 lakh or above, the contractor shall have the option to take payment from Railways through a letter of credit(LC)arrangement. (Railway Board's letter no. 2018/CE-I/CT/9 dated 04.06.2018)
CHANGE IN ADDRESS: Any change in the address of the contractor shall be forthwith intimated in writing to the Railway. The Railway will not be responsible for any loss/ inconvenience suffered by the Contractor on account of his failure to comply with this.
Gandhidham-New Bhuj Section: Rebuilding of minor bridges (20 Nos.) Br. No. 9 at Km 10/600, 11 at Km 11/414, 17A at km 19/370, 17B at km 19/579, 19 at km 23/102, 20 at km 23/347, 22 at km 24/081, 26 at Km 29/266, 31 at km 41/065, 37 at km 44/507, 39 at 45/126, 41 at km 46/206, 42 at km 47/144, 43 at km 47/466, 44 at km 47/627, 45 at km 47/736, 46 at km 48/474, 49 at km 52/502, 64 at Km 57/814 & 65 at km 58/436 under jurisdiction of Sr.DEN(NW)-ADI.(Reinvited)
DRM-ADI-130-2026-27~WR
DRM-ADI-130-2026-27
Open
Works - General
18 Months
Ahmadabad, Gujarat
₹0
₹87.4 L
19 Aug 2026
19 Aug 2026
1 Sept 2026
77 items across 2 schedules · ₹63,86,60,788.8 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Using Soil Class SQ2 | cum | 10650.15 | 529.05 | 56,34,461.86 |
| 2 | Mechanical manufacturing and supply of blanketing material by using only hard and durable stone crushed in mechanical crusher to different gradations, wet mixing of the same in designed proportion in Pug mill or wet mix plant to have uniform gradation as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest correction slips including transportation to nominated place and stacking. Note: 1.This item shall be used only when entire constituent of blanketing material is mechanically manufactured by crushing of hard and durable stone into desired gradation(s) in designed proportion to meet prescribed Specification. 2. Measurement shall be done as per Stack measurement. | cum | 10586.25 | 1,599.48 | 1,69,32,495.15 |
| 3 | Shoring with 'Z' section MS sheet piles side by side in all kinds of soil mechanically or manually as per approved drawing with contractor's own arrangement complete in all respects and removal of sheet piles after completion of the work as directed by engineer in-charge Note: Payment will be made as per actual driven length of pile. | Sqm | 3387.60 | 1,068.67 | 36,20,226.49 |
| 4 | All kinds of soils | cum | 14122.53 | 213.47 | 30,14,736.48 |
| 5 | Soft rock (not requiring blasting) | cum | 3389.86 | 443.05 | 15,01,877.47 |
| 6 | Hard rock (blasting prohibited ) | cum | 2259.91 | 1,226.3 | 27,71,327.63 |
| 7 | Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 6214.36 | 4,115.74 | 2,55,76,690.03 |
| 8 | Abutment & Pier | cum | 3387.60 | 4,242.71 | 1,43,72,604.4 |
| 9 | Wing wall and Return wall | cum | 1647.50 | 4,242.71 | 69,89,864.73 |
| 10 | Approach slab at formation level, Dirt wall/ ballast wall at formation level | cum | 451.68 | 4,179.23 | 18,87,674.61 |
| 11 | Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of b r i d g e s including mechanical mixing, vibrating, pumping and bailing out water where ever required with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer. | cum | 2485.75 | 4,085.62 | 1,01,55,829.92 |
| 12 | Providing and casting machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, (Cast in- Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 3859.98 | 4,527.31 | 1,74,75,326.05 |
| 13 | Providing and laying in position machine batched, machine mixed and machine vibrated Design Mix Cement Concrete, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, of specified grade (cast in-situ) using 20mm graded crushed stone aggregate and coarse sand of approved quality in Drop and curtain wall and alike structures below bed level, complete in all respect as per drawings and technical specifications to the satisfaction of Engineer-in-Charge. Note: Payment for cement, reinforcement and shuttering shall be made extra. | cum | 1882.00 | 4,115.74 | 77,45,822.68 |
| 14 | Providing and applying two coats of coal tar or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. | Sqm | 3839.28 | 162.33 | 6,23,230.32 |
| 15 | All types of bridge sub-structures, e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level | Sqm | 53637.00 | 746.3 | 4,00,29,293.1 |
| 16 | All types of bridge super-structures, e.g. slabs, I-girders, T-girders, Box girders etc. up to 5m above ground level. | Sqm | 14115.00 | 969.34 | 1,36,82,234.1 |
| 17 | Extra for additional height over item no. 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of 5 metres for every additional height of 1 metre or part thereof. | Sqm | 10351.00 | 119.03 | 12,32,079.53 |
| 18 | Ordinary Portland Cement 53 grade of approved brands/makes | MT | 7891.41 | 9,275.03 | 7,31,93,064.49 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 2304033.60 | 116.39 | 26,81,66,470.7 |
| 20 | Casting and installation of single/twin RCC box of all sizes with or without common web section including design of pushing scheme, thrust bed, casting of all RCC components, with specified grade of controlled concrete, pushing it in correct position and alignment below Railway track/Road following all measures of track safety by 'Box pushing technique" as per approved drawings/scheme, with or without surcharge in all types of soils with disposal of surplus earth away from vent up to 1 Km, fixing arrangement for all services & utilities including parapet walls on both sides, wearing course, foot paths, plaques, drainage arrangements etc. and all other incidental works to complete the ROB/RUB/Canal crossing in all respect as per specifications to the satisfaction of Engineer-in-Charge. N o t e : 1. The rate includes all items of work/supplies for complete job in all respects except "cost of Reinforced cement concrete, cement, reinforcement & shuttering" of (i) main RCC Box; (ii) Thrust Bed; (iii) Footpath (iv) Parapet wall and (v) wearing Course only, which shall be paid extra under relevant items of USSOR. 2. In case Drag Sheet and/or Rail Cluster are to be used as per approved scheme and design, the same shall be paid extra under relevant item. 3. The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes. | cum | 677.52 | 5,537.73 | 37,51,922.83 |
| 21 | Providing Flood Level Gauges on abutments and piers, made by 20mm thick 1:4 cement plaster for a width of not less than 300mm, duly engraving markings & figures in metres, divided into 10 parts commencing from under-side of girders towards bed, painting markings & figures with black enamel paint in three coats on white background including painting HFL Mark in white by side of gauge with year of occurrence with all Contractor's materials, labour, tools, scaffolding and supports, lead & lifts, curing etc. complete as per approved drawing and as directed by the Engineer in- charge excluding cost of cement which shall be paid extra. | Sqm | 75.28 | 604.63 | 45,516.55 |
| 22 | Supplying and fixing HSFG bolts of any dia and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 for bridges and s t e e l structures with contractors labour, tools and plants and lead and lift etc., complete. | Kg | 3764.00 | 354.38 | 13,33,886.32 |
| 23 | Supplying, Fabricating and fixing access ladders, inspection platforms, Trolley refuges etc., on bridges with structural steel conforming to IS:2062 including welding / bolting, priming painting with one coat of ready mixed paint of Zinc Chromate (IS:104) with DFT of 25-30 microns followed by one coat of Zinc Chrome Red Oxide (IS:2074) with DFT of 25 microns with all material, labour, T&P as a complete job. Note: Painting shall be paid separately under relevant item. | MT | 56.46 | 1,10,841.29 | 62,58,099.23 |
| 24 | Supplying fabricating and erecting welded and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by Engineer- in-charge. Note: The payment shall be made on the theoretical weight of main components and gusset plates only. | MT | 22.58 | 1,20,587.99 | 27,22,876.81 |
| 25 | Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with spalls on slopes, laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item). | cum | 3293.50 | 2,591.79 | 85,36,060.37 |
| 26 | Providing and laying flooring with rubble stone, laid over 15cm thick CC 1:2:4 and the voids filled with CC 1:2:4 complete with the joints pointed with 1:2 Cement Sand mortar as per drawing and Technical specifications. Payment for cement to be done separately. Voids in the rubble stone to be taken as 35% of the gross volume of the stone layer. Note: Base concrete shall be paid extra under relevant item. | cum | 1317.40 | 4,288.48 | 56,49,643.55 |
| 27 | Supply and laying of quarry dust including consolidation, supply of all materials, labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media. | cum | 10351.00 | 1,321.25 | 1,36,76,258.75 |
| 28 | Providing and inserting nipples of size 12 to 20 mm dia. with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary after completion of grouting. | Each | 1411.50 | 110.56 | 1,56,055.44 |
| 29 | Epoxy Grout | Kg | 2823.00 | 1,817.19 | 51,29,927.37 |
| 30 | Providing and laying of filter media consisting of granular materials of GW, GP, SW groups as per IS:1498 (latest) in required profile behind boulder filling of abutments, wing walls / return walls etc. above bed level with all labour and material complete job as per drawing and technical specification of RDSO Guidelines. | cum | 5928.30 | 4,229.27 | 2,50,72,381.34 |
| 31 | Providing cast in-situ plaques for bridge foundations details of size 45cmx45cmx5cm in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm deep notch over abutment & piers, engraving the letters & figures with CM 1:3 and finished smooth including painting letters and figures with 2 coats of black enamel and plaque with white enamel with all labour, tools, cement, paint, curing etc. as a complete job. | Each | 37.64 | 1,262.66 | 47,526.52 |
| 32 | Providing Boulder Backing behind wing wall, return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect. Payment for boulder/cobbles will be done extra. | cum | 1882.00 | 411.68 | 7,74,781.76 |
| 33 | Up to 40 m long rail panel | RM | 752.80 | 9.8 | 7,377.44 |
| 34 | For Casual/Scattered Rail Renewal work | RM | 752.80 | 38 | 28,606.4 |
| 35 | For Casual/Scattered Rail Renewal work | RM | 752.80 | 40.24 | 30,292.67 |
| 36 | Ballasted Deck Bridge | Each | 11760.00 | 599.3 | 70,47,768 |
| 37 | Rail section of 52Kg and above | Each | 2834.00 | 108.38 | 3,07,148.92 |
| 38 | For average lead up to 50m and lift up to 5m | cum | 17709.62 | 151.5 | 26,83,007.43 |
| 39 | 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 | 17709.62 | 42.14 | 7,46,283.39 |
| 40 | Under Conditions not requiring Traffic Block: | cum | 17709.62 | 42.64 | 7,55,138.2 |
| 41 | When distance of nearest quarry is more than 30 km and up to 40 km | cum | 17709.62 | 1,056.59 | 1,87,11,807.4 |
| 42 | Dismantling of existing LWR/SWR track of any structure, removing rails, sleepers, fish plates, cutting of rails, segregation and stacking of released Rails, Sleepers and fitting at nominated location in countable manner within a free lead of 500m, levelling of ballast to correct profile for laying new track over it, all as per direction of Engineer-in-Charge. | TRM | 7083.85 | 205.23 | 14,53,818.54 |
| 43 | Spreading of ballast, from existing stacks available along formation on top or at c e s s , in required uniform thickness, compaction of ballast layer laid on new formation at all the locations with smooth wheeled power roller of 8-10 tonne capacity to sufficient number of passes to form consolidated ballast bed of approximately 250mm thickness to a width of 4m symmetrical to centre line of proposed track in correct line & level with all ascents & descents, as directed by Engineer in-charge. Note: Item is inclusive of (a) providing ramp for taking roller to formation and removing the same & making good formation after completion of work; (b) redistribution & leveling of excess ballast while rolling to obtain uniform plane cambered surface. | cum | 17709.62 | 48.51 | 8,59,093.67 |
| 44 | For sleeper density of 1660 sleepers per km | TRM | 7083.85 | 335.55 | 23,76,985.87 |
| 45 | Linking of BG track (with guard rail ) over ballasted deck bridges with any type of rail section and PSC sleeper including leading free rails/welded panels available along the alignment on to bridge, leading and spreading all fittings and fastenings, leading & spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails & guard rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item. 3. This item shall be applicable only when track is with Guard Rail. Linking without guard rail be paid under relevant item for plain track linking. | TRM | 7083.85 | 452.65 | 32,06,504.7 |
| 46 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 376.40 | 147.4 | 55,481.36 |
| 47 | 60 Kg - 110/90 UTS - On Running Line | Each | 2834.00 | 310.82 | 8,80,863.88 |
| 48 | 52 Kg - 90 UTS- On Running Line | Each | 2834.00 | 252.81 | 7,16,463.54 |
| 49 | On Running Line | Each | 151.00 | 78.7 | 11,883.7 |
| 50 | Drilling of holes (vertically) of required size into concrete sleeper in-situ for fixing guard rails and check rails on concrete sleeper track at specified locations by concrete sleeper drilling machine with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in- charge as per RDSO's Specification. | Each | 452.00 | 116.09 | 52,472.68 |
| 51 | For lead up to 500 metre. | MT | 45.17 | 410.32 | 18,534.15 |
| 52 | For lead beyond 500 metre and up to 1 Km. | MT | 45.17 | 529.6 | 23,922.03 |
| 53 | Extra to Items no. 171032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 45.17 | 63.38 | 2,862.87 |
| 54 | For lead up to 500 metres | MT | 222.04 | 319.49 | 70,939.56 |
| 55 | For lead beyond 500 metre and up to 1 Km | MT | 222.04 | 474.19 | 1,05,289.15 |
| 56 | Extra to Items no. 172032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 222.04 | 49.44 | 10,977.66 |
| 57 | Lead up to 5 Km | MT | 22.58 | 179.92 | 4,062.59 |
| 58 | Lead beyond 30 Km and up to 50 km | MT | 22.58 | 449.86 | 10,157.84 |
| 59 | Lead beyond 30 Km and up to 50 km | MT | 289.79 | 326.55 | 94,630.92 |
| 60 | Lead beyond 100 Km and up to 150 Km | MT | 289.79 | 857.43 | 2,48,474.64 |
| 61 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT- Km | 289.79 | 3.26 | 944.72 |
| 62 | Fixing of grip expansion bolts of 18mm / 22mm dia. with nuts and MS clips / washers on PSC sleepers as per specifications for fixing guard rails / check rails / trolley path including drilling of required holes in sleepers with all fittings with contractor's tools & plants, equipment, consumables with all lead, lifts etc. complete, as directed by Engineer in- charge, excluding cost of bolts, nuts, washers, clips etc. | Each | 151.00 | 139.52 | 21,067.52 |
| 63 | 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 | 38.00 | 4,798.73 | 1,82,351.74 |
| 64 | 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 | 38.00 | 3,922.16 | 1,49,042.08 |
| 65 | Drilling holes 25mm to 40mm dia. with drill twist in the foot of guard rails for fixing guard rails on bridge as directed. | Each | 302.00 | 71.71 | 21,656.42 |
| 66 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 941.00 | 846.09 | 7,96,170.69 |
| 67 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 565.00 | 2,118.4 | 11,96,896 |
| 68 | Tractor with Trolley for local transportation or other misc. works. | Hour | 471.00 | 599.84 | 2,82,524.64 |
| Schedule total | ₹63,09,31,749.59 | ||||
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2022-CE-I-CT-GCC-2022-POLYCYDated21.12.2023.pdf
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2022-07-05RBA33_2022GSTinWorkContracts.pdf
ATTACHMENT
GCCACSNo11.pdf
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AnnexureVI_6_1.pdf
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RB circular for Digging work
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2022-CE-I-CT-GCC-2022-POLICY-Pt.Idated25.09.2024.pdf
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2023-04-26GCC2022ACS3.pdf
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AnnexureC.pdf
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AnnexureE.pdf
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AnnexureVIA.pdf
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AnnexureVIB.pdf
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AnnexureA.pdf
ATTACHMENT
2022-12-13GCC2022ACS2.pdf
ATTACHMENT
AnnexureF.pdf
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ImplementationofContractore-MeasurementBook.pdf
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AnnexureD_1.pdf
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2023-10-20GCC2022ACS5.pdf
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AnnexureB.pdf
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AnnexureG_2.pdf
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2023-08-07GCC2022ACS4.pdf
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AnnexureIJV_2.pdf
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AnnexureI.pdf
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GCC2022ACS1.pdf
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GCCApril2022.pdf
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AdvanceCorrectionSlipNo_10ACS-10.pdf
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Recommendedmaker-manufacturerofcivilmaterials.pdf
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PCECircularNo88.pdf
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ImplementationofLabourCodesandstrengteningcompliance.pdf
ATTACHMENT
e-BGPolicyinEPCGCCPMSPSSAGCPGMSDated16.06.2026.pdf
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2025-01-09GCC2022ACS9.pdf
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2024-12-27GCC2022ACS8.pdf
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RBletterno.2024-CE-ll-CAOCWorkshop-Part-2dated03.06.2024.pdf
ATTACHMENT
GCCCorrectionSlip-12.pdf
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IssuanceofTypePlanfortemporarybarricading.pdf
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Specialcondition-130-26-27-Rebuildingofminorbridges20Nos.pdf
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