Loading
Loading…
Loading…
Tender Value
Refer Docs
EMD Value
₹1.1 Cr
Closing Date
12 Oct 2026, 3:00 pm
Yes (up to 2 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
8 conditions · 7 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- B of Chapter-7 along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet, otherwise the offer is liable for rejection.
If JV firms are allowed to participate, Financial eligibility of the JV Firm shall be adjudged based on satisfactory fulfillment of the Para No.17.15.2 of Part-I of IRSGCC-2022 [including upto ACS no.12]
NOTE: If the tender is not accompanied by the certificate(s) in support of financial eligibility as above, the tender shall be rejected. No post-tender correspondence will be entertained.
75 conditions · 7 needing a document upload
All Optional documents to be submitted before signing of Contract Agreement/or at the time of submission of Bid.
List of documents which are to be submitted by the tenderer along with their offer failing which the tender shall be summarily rejected.
If Bid Security is submitted through mode of Bank Guarantee then submission of scanned copy of the Bank Guarantee towards Bid Security of the bid on e-tendering portal (IREPS) and original of above Bank Guarantee before closing date of submission of bids (i.e. excluding the last date of submission of bids) as per Para-5 of Instructions to Tenderers (ITT) in Chapter-2 and Para-6, Annexure-I in Chapter-2 of Annexed Document.
Technical Eligibility Criteria as per Para 10.1 & Para 17.15.1 of Chapter-2
Financial Eligibility Criteria as per Para 10.2 & 17.15.2 of Chapter-2 along with Certificate issued from Chartered Accountant.
Bid Capacity as per Para 10.3 & 17.15.3 duly filled up Annexure-G, Chapter-7 of Annexed Document.
Certificate as per the proforma enclosed vide Annexure-A and an additional certificate in case of other than Company/Proprietary firm, Annexure-A-1 shall also be submitted by the each member of a Partnership Firm/ Joint Venture (JV)/ Hindu Undivided Family (HUF)/ Limited Liability Partnership (LLP) etc. as the case may be as per Annexure-A1 vide Chapter-7 of the Annexed Document.
Power of attorney duly notarized and in in favour of a single individual should be submitted. As per Para 14,15, 17 & 18 of SGCC.
List of important documents which are to be submitted by the tenderer along with their offer.
Certificate of familiarization to the work site as per Chapter-6 of the Annexed Document.
Certificates regarding contractual payments received, along with duly filled up Annexure-B, Chapter-7 of Annexed Document, to this effect which may be an attested Certificate from the concerned department/client or Audited Balance Sheet duly certified by the Chartered Accountant duly supported by Audited Balance Sheet.
List of Plant & Machinery available on hand and proposed to be inducted and hired for the tendered work as per the format vide Annexure-D, Chapter-7 of Annexed Document.
List of personnel/organization on hand and proposed to be engaged for the tendered work as per the format vide Annexure-E, Chapter-7 of the Annexed Document.
Details of works completed/substantially completed during previous 07 years ending last day of month previous to the one in which tender has been invited as per the format vide Annexure-F, Chapter-7 of the Annexed Document.
All documents reflected as Mandatory in the Commercial Compliance are to be submitted other wise the offer is liable to be rejected.
All Optional documents to be submitted before signing of Contract Agreement/or at the time of submission of Bid.
List of documents which are to be submitted by the tenderer along with their offer failing which the tender shall be summarily rejected.
If Bid Security is submitted through mode of Bank Guarantee then submission of scanned copy of the Bank Guarantee towards Bid Security of the bid on e-tendering portal (IREPS) and original of above Bank Guarantee before closing date of submission of bids (i.e. excluding the last date of submission of bids) as per Para-5 of Instructions to Tenderers (ITT) in Chapter-2 and Para-6, Annexure-I in Chapter-2 of Annexed Document.
Technical Eligibility Criteria as per Para 10.1 & Para 17.15.1 of Chapter-2
Financial Eligibility Criteria as per Para 10.2 & 17.15.2 of Chapter-2 along with Certificate issued from Chartered Accountant.
Bid Capacity as per Para 10.3 & 17.15.3 duly filled up Annexure-G, Chapter-7 of Annexed Document.
Certificate as per the proforma enclosed vide Annexure-A and an additional certificate in case of other than Company/Proprietary firm, Annexure-A-1 shall also be submitted by the each member of a Partnership Firm/ Joint Venture (JV)/ Hindu Undivided Family (HUF)/ Limited Liability Partnership (LLP) etc. as the case may be as per Annexure-A1 vide Chapter-7 of the Annexed Document.
Power of attorney duly notarized and in in favour of a single individual should be submitted. As per Para 14,15, 17 & 18 of SGCC.
List of important documents which are to be submitted by the tenderer along with their offer.
Certificate of familiarization to the work site as per Chapter-6 of the Annexed Document.
Certificates regarding contractual payments received, along with duly filled up Annexure-B, Chapter-7 of Annexed Document, to this effect which may be an attested Certificate from the concerned department/client or Audited Balance Sheet duly certified by the Chartered Accountant duly supported by Audited Balance Sheet.
List of Plant & Machinery available on hand and proposed to be inducted and hired for the tendered work as per the format vide Annexure-D, Chapter-7 of Annexed Document.
List of personnel/organization on hand and proposed to be engaged for the tendered work as per the format vide Annexure-E, Chapter-7 of the Annexed Document.
Details of works completed/substantially completed during previous 07 years ending last day of month previous to the one in which tender has been invited as per the format vide Annexure-F, Chapter-7 of the Annexed Document.
All documents reflected as Mandatory in the Commercial Compliance are to be submitted other wise the offer is liable to be rejected.
The Bid Security shall be deposited either in cash through e-payment gateway or submitted as Bank Guarantee bond from ascheduled commercial bank of India. The Bank Guarantee bond shall be as per Annexure- VIA and shall be valid for a period of 90 days beyond the bid validity period. Tenderers may refer Para 5 of IRSGCC -2022 -Part-I (including up to ACS no.12) forother details in regard to payment of bid security. The original Bank Guarantee should be delivered in person toDy.CE/C/BZA, office old Railway School compound, opp. to Railway Running Room, near DRM/BZA office,S.Co. Railway, Vijayawada-520001. Note: As per ACS no.5 issued by Railway Board vide letter No.2022/CE-I/CT/GCC-2022/Policy dt.20.10.2023, "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 date of submission of bids (Authority: PCE/SC's lr.no.W.496/Policy/Vol.IX, dt:31.05.2024).
Please submit the Certificate of familiarization to the work site as per the Annexed Document.
Please submit copy of Certificate as per the proforma enclosed vide Annexure-A, Chapter-7 of the Annexed Document. An additional certificate in case of other than Company/Proprietary firm, Annexure-A-1 shall also be submitted by the each member of a Partnership Firm/ Joint Venture (JV)/ Hindu Undivided Family (HUF)/ Limited Liability Partnership (LLP) etc. as the case may be. Non-submission of the Certificates by the bidder shall result in summarily rejection of his/their bid. It shall be mandatorily incumbent upon the tenderer to identify, state and submit the supporting documents duly self attested by which they/he is qualifying the Qualifying Criteria mentioned in the Tender Document.
Please submit the following mandatory supporting documents such as copies of Partnership Deed, Power of Attorney, Memorandum of Articles, Articles of Association, Authorisation, Certificate of Incorporation, Certificate of Registration, Deed of Formation, Memorandum of Understanding, JV Agreement etc as applicable under Para 14, 15, 17 & 18 of Annexure-I, Chapter-2 of Annexed Document. Important Note:-(a)The Power of Attorney duly Notarized shall be submitted even if such specific person is authorized for above purpose through Partnership Deed/Memorandum of Understanding/Article of Association or such other document. (b) In case one or more of the members of JV is/are partnership firm(s)/Proprietary Firm/HUF/Companies/LLP Firm(s)/Society(s)/Trust(s), the required documents of each individual member of JV shall be submitted along with the documents to be submitted on behalf of the JV. (c) Non-submission of above documents (except PAN Card & Undertaking regarding not blacklisted/debarred from participation of tenders/contracts) or submission of incomplete documents shall lead to summarily rejection of the offer.
Please submit details of the constitution of Firm i.e. Proprietary Firm/Partnership Firm/HUF/JV/Company Registered under Companies Act-2013/Limited Liability Partnership/Registered Society & Registered Trust etc. Non-compliance with this condition liable to result in the tender being rejected.
Please submit copy of the PAN Card.
Please submit list of Plant & Machinery available on hand and proposed to be inducted and hired for the tendered work as per the format vide Annexure-D, Chapter-7 of Annexed Document.
Please submit list of personnel/organization on hand and proposed to be engaged for the tendered work as per the format vide Annexure-E, Chapter-7 of the Annexed Document.
Please submit details of works successfully completed or substantially completed during last 07 years ending last day of month previous to the one in which tender has been invited as per the format vide Annexure-F, Chapter-7 of the Annexed Document. Non-compliance with this condition is liable to result in the tender being rejected.
Please submit the information regarding association of Railway Officers with tenderer(s) in reference to Clause 16, Chapter-2 of Annexed Document along with the declaration as per the format vide Annexure-H, Chapter-7 of the Annexed Document. Also non-submission of information required as per Clause 16 (a), (b) & (c) of Chapter-2 in Annexed Document, contract is liable to be dealt in accordance with provision of Clause 43 of Chapter-3 (Clause 62 of General Conditions of Contract).
Please submit list of court cases as per the format vide Annexure-I, Chapter-7 of the Annexed Document.
Please submit list of arbitration cases as per the format vide Annexure-J, Chapter-7 of the Annexed Document.
Please submit broad plan of execution of work as per the format vide Annexure-K, Chapter-7 of the Annexed Document.
Please submit details of other credentials/facilities as per the format vide Annexure-N, Chapter- 7 of the Annexed Document.
Please submit your bank details i.e. Name of Bank along with Bank Branch Code, Accounts Number as appearing in the cheque book, IFSC Code and PAN Number, duly certified by the authorised official of the bank, to facilitate payment through ECS/NEFT/RTGS as per Annexure-O of Chapter-7 of Annexed Document. In lieu of Bank Certificate, scanned copy of a cancelled cheque may be attached for verification of the above particulars.
If Bid Security is submitted through mode of Bank Guarantee then please upload scanned copy of the Bank Guarantee (as per Specimen Format at Annexure-Q, Chapter-7 of Annexed Document) submitted towards Bid Security, original of which should be delivered in person to the official nominated as indicated in the tender document before closing date of submission of bids (i.e. excluding the last date of submission of bids). Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within above specified period shall lead to summary rejection of bid. In case of the Bid Security deposited through e- payment gateway, then the same should be confirmed by the tenderer.
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.
Construction of R.O.B in Lieu of LC.No.485 -Balance left over works on Railway portion - Superstructure of span No.1 as 1x 25.00 m C/c PSC 'I' Girder with deck slab, Span 2 Composite girder with Steel 'I' girders with deck slab completed + Span 3 to 5 as 3 x 31.00 m C/C PSC 'I' girder with deck slab, Construction of one left over pier with bed block and Construction of Approaches (R&B Portion) - 6 x 30.0m PSC Girders on Chowdavaram side, 6 x 30.0 m PSC Girders on Visakhapatnam side with RE wall on both sides and other miscellaneous works in lieu of LC No.485 (Laxmi Devi peta gate) at Km.745/16-18 between Bayyavaram and Anakapalli stations at Anakapalli yard.
ETCECIIVSKP2026006~SCOR
ETCECIIVSKP2026006
Open
Works - General
12 Months
Visakhapatnam, Andhra Pradesh
₹0
₹1.1 Cr
11 Sept 2026
11 Sept 2026
28 Sept 2026
178 items across 7 schedules · ₹53,71,97,623.73 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality Class SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC, mechanical compaction to specified density and dressing of bank to final profile as per RDSO Specifications: RDSO/2020/GE: IRS- 0004 with latest correction slips. Note: 1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching. 2) Payment for Earthwork under this item shall be made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines. | — | — | — | — | |
| 1 | Using Soil Class SQ1 | cum 3338.00 | — | 220.94 | 7,37,497.72 |
| 2 | Using Soil Class SQ2 | cum 500.00 | — | 268.5 | 1,34,250 |
| Provision of barricading with contractor's bamboos / ballies vertical post of 100mm dia. planted at every 2m interval, projecting at least 1.5m above ground level and driven firmly (minimum 0.5m) inside ground and including painting verticals & horizontals with red luminous paints / strips at alternative bay on barricade. Barricades shall be maintained through out the execution of the work and shall be removed in workman like manner on completion of the work only after instruction of Engineer in-Charge. Note: (1) 60% payment shall be made on provision of barricading at work-site and balance 40% payment after removal of barricades. (2) The released bamboos / ballies shall be the property of the Contractor. | — | — | — | — | |
| 3 | With 3 horizontal bamboo / balli members of minimum 50mm dia. spaced equally | RM 500.00 | — | 134.69 | 67,345 |
| Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines. | — | — | — | — | |
| 4 | All kinds of soils | cum 34438.00 | — | 189.63 | 65,30,477.94 |
| 5 | Soft rock (not requiring blasting) | cum 50.00 | — | 387.7 | 19,385 |
| Providing and laying in position Plain cement concrete of specified Nominal Mix for miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 6 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | cum 10960.00 | — | 2,509.53 | 2,75,04,448.8 |
| 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. 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 for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum 1690.00 | — | 2,646.72 | 44,72,956.8 |
| 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 for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, 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 c h a r g e . 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. | — | — | — | — | |
| 8 | Abutment & Pier | cum 4350.00 | — | 2,718.7 | 1,18,26,345 |
| 9 | Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. | cum 486.00 | — | 2,754.7 | 13,38,784.2 |
| 10 | Approach slab at formation level, Dirt wall/ ballast wall at formation level | cum 87.00 | — | 2,682.71 | 2,33,395.77 |
| 11 | Extra for every increase of 1m or part thereof in the height above 9.0 m | cum 1115.00 | — | 71.98 | 80,257.7 |
| 12 | Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of bridges 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 230.00 | — | 2,599.66 | 5,97,921.8 |
| Boring, providing and installation of bored cast in-situ Reinforced Cement Concrete piles of specified diameter and length below pile cap of specified grade with Design Mix Cement Concrete, using 20mm graded crushed stone aggregate and coarse sand of approved quality, to carry a safe working load not less than specified, concreting by machine batching, machine mixing, scaffolding, using Admixture in approved proportion (as per IS:9103), placing with tremie pipe, chipping off of pile top to remove laitance concrete above cut off level etc., pumping and bailing out water, by percussion drilling using Direct Mud Circulation (DMC) or Bailor and Chisel technique by tripod and mechanical Winch machine, complete in all respect as per approved drawing, specification and direction of the Engineer in charge. Note: 1. Payment for only cement, reinforcement and permanent casing pipe (if any ) shall be made extra. 2. Length of the pile for payment shall be measured up to the bottom of RCC pile cap. 3. 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. | — | — | — | — | |
| 13 | 600mm diameter | Metre 2250.00 | — | 1,497.33 | 33,68,992.5 |
| Boring, providing and installation of bored cast in-situ Reinforced Cement Concrete piles using Hydraulic piling Rig of specified diameter and length below pile cap of specified grade with Design Mix Cement Concrete, using 20mm graded crushed stone aggregate and coarse sand of approved quality, to carry a safe working load not less than specified, concreting by machine batching, machine mixing, scaffolding, using Admixture in approved proportion (as per IS:9103), placing with tremie pipe, chipping off of pile top to remove laitance concrete above cut off level etc., pumping and bailing out water complete in all respect as per approved drawing, specification and direction of the Engineer in charge. N o t e : 1. Payment for only cement, reinforcement shall be made extra. 2. Length of the pile for payment shall be measured up to the bottom of RCC pile Cap. 3. 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. | — | — | — | — | |
| 14 | 1200mm diameter | Metre 2940.00 | — | 8,269.42 | 2,43,12,094.8 |
| Extra for chiselling in addition to boring of piles, if chiselling is required to be resorted to in hard rock or big stone boulders larger than 30cm, manually or by any other means. | — | — | — | — | |
| 15 | 1200mm diameter pile | Metre 29.00 | — | 4,157.49 | 1,20,567.21 |
| Conducting load test of a single pile up to specified capacity in accordance with IS:2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer. | — | — | — | — | |
| 16 | Initial load test above 100 ton and up to 250 T capacity pile | Each 2.00 | — | 84,601.27 | 1,69,202.54 |
| 17 | Extra for every increase of 50 ton in pile capacity or part thereof over 250 ton | Each 2.00 | — | 4,699.3 | 9,398.6 |
| 18 | Routine Load Test above 100 ton capacity up to 250 ton capacity pile | Each 2.00 | — | 42,300.64 | 84,601.28 |
| Lateral load testing of single pile in accordance with "IS Code of practice IS:2911 (Part-IV) for determining safe allowable lateral load of pile" with all labour, material, tool & plants, equipment, machinery, etc complete as per drawing and specification as directed by the Engineer. | — | — | — | — | |
| 19 | Piles with lateral load capacity of up to 50 ton | Each 2.00 | — | 19,351.93 | 38,703.86 |
| 20 | Piles with lateral load capacity of above 50 ton and up to 100 ton | Each 2.00 | — | 29,252.67 | 58,505.34 |
| 21 | Pulse Echo Test (PET) for integrity testing of piles with contractor's men, materials and machines. The rate includes cost of Inspection of site, preparation of pile head and any other unforeseen cost required for the test, submission of reports in triplicate as per satisfaction of the Engineer in Charge. | Each 96.00 | — | 2,809.67 | 2,69,728.32 |
| 22 | 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 c h a r g e . 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 at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum 156.00 | — | 2,911.4 | 4,54,178.4 |
| Centering and shuttering including strutting, propping etc. and removal of form for : | — | — | — | — | |
| 23 | 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 13420.00 | — | 605.99 | 81,32,385.8 |
| 24 | All types of bridge super-structures, e.g. slabs, I-girders, T-girders, Box girders etc. up to 5m above ground level. | Sqm 33530.00 | — | 788.17 | 2,64,27,340.1 |
| 25 | 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 9575.00 | — | 97.9 | 9,37,392.5 |
| 26 | Providing and launching 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 for the Precast Prestressed (Post-tensioned) Concrete Girder/Box Girders/Slabs in contactor's casting yard in the vicinity of worksite, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings, specifications and direction of the Engineer. Note: 1. Payment for Shuttering, Cement, Reinforcement, HTS cables, Sheathing, Anchorage Cones, stressing of cables, grouting of the ducts and launching of girder/slab in position shall be made extra under relevant items. However, deduction shall be made in case of slab as per relevant item. 2. For pre-cast item, loading in transport vehicle in casting yard is included and shall not be paid extra. 3. 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 4240.00 | — | 2,646.72 | 1,12,22,092.8 |
| 27 | Providing, fabricating & fixing in position to exact design profiles, H.T.S. cables of all classification made from Low Relaxation strands conforming to IS:14268- latest version in Prestressed (Post-tensioned) Concrete girders/slabs etc. including supplying, cutting, making into cables with necessary spacers, colour coding, protecting with water soluble oil at all time, anchoring of cables, supplying and placing spiral corrugated type galvanized metal steel ducts sheathing made up of Cold Rolled Cold Annealed (CRCA) mild steel conforming to IS:513 of required diameter/ thickness, vent pipe, placing, bending, routing, fixing, stressing & grouting of cable ducts with cement grout, Anchorage sets in required number with provision for future prestressing if any including all lead and lift with contractor's own materials, labour, equipments etc. complete as per drawings & specifications. Rate also includes covering anchorage pads with epoxy mortar of approved quality to avoid corrosion. Cement for grouting to be paid separately. Payment shall be made in terms of weight of HTS cables as per drawing. | MT 106.00 | — | 2,05,387.39 | 2,17,71,063.34 |
| 28 | Design, manufacturing, supplying and fixing in position elastomeric bearing true to line and level conforming to IS:3400, IS:226, BS-5400 under prestressed concrete girders/ Steel Girders, for Pre-cast as well as cast-in-situ girders as per approved drawing. The rate shall include cost of load test of one no. bearing from Railway approved firms and all fixing materials, equipments, machineries, labour, taxes, loading, unloading, leading, lifting etc. complete. Rates include getting the drawing approved from Railway and cost of inspection during manufacturing from railway approved organization.Note : 1. The rate is for finished item complete and paid only after fixing in position below the girder. 2. The volume shall be as given in the drawing and no deduction shall be made for inserted steel plates etc. | Cubic 9216000.00 Centimetre | — | 1.2 | 1,10,59,200 |
| Providing and fixing in position of standard preformed sealed and slab type or strip seal elastomeric type expansion joints for Railway bridge or Road Over Bridges as per approved drawings and latest MORTH/IRC specifications complete in all respect as directed by Engineer in-charge. | — | — | — | — | |
| 29 | For 40mm expansion | Metre 240.00 | — | 6,148.89 | 14,75,733.6 |
| 30 | For 80mm expansion | Metre 24.00 | — | 8,449.15 | 2,02,779.6 |
| Load testing of one or more spans of bridge as selected by the Engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all lead & lift, etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading material etc. The load shall be 1.25 times the stipulated design load. | — | — | — | — | |
| 31 | For Span design load up to 100 MT | Each 2.00 | — | 75,665.73 | 1,51,331.46 |
| 32 | Extra for every increase of 1 MT or part thereof over 100 MT in the span design load capacity up to 800 MT | MT 500.00 | — | 263.43 | 1,31,715 |
| Providing and fixing in position GI Drainage Spouts of required length with Grating in RCC slab and filling bitumen along kerb as shown in drawing with contractor's pipes, bitumen, tools, equipment, lead, lifts etc. complete as per specifications and as directed by Engineer in-charge. | — | — | — | — | |
| 33 | 100mm dia. Drainage Spouts | Metre 768.00 | — | 1,142.5 | 8,77,440 |
| 34 | Supplying and laying 160mm dia. PVC Pipes Class-I, capable for a pressure of 2.5 kg/sqm in footpath of ROB for laying cable with all contractor's materials labour, tools, plant, machinery, vehicles, consumables, lead, lift etc. complete as per specifications and as directed by Engineer in-charge. | Metre 3600.00 | — | 525.51 | 18,91,836 |
| Providing & laying non pressure NP-4 Class RCC pipe with collars, jointing with 1:2 cement and ordinary sand mortar including testing of joints, but excluding earthwork with all labour and material as a complete job. Cement for mortar will be paid separately.(Pipes of 600mm dia and above will be laid using crane/hydra). | — | — | — | — | |
| 35 | 600mm dia. | Metre 60.00 | — | 3,131.43 | 1,87,885.8 |
| 36 | 900mm dia. | Metre 60.00 | — | 6,556.98 | 3,93,418.8 |
| Schedule total | ₹16,72,90,653.38 | ||||
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
2022_CE-I_CT_GCC-2022Policy14_07_2022.pdf
ATTACHMENT
2023_12_21IndianRailwaysStandardGeneralConditionsofContractApril-2022AdvanceCorrectionSlipNo_6ACS-61.pdf
ATTACHMENT
2025_03_04RBCE_CE-I-CTIndianRailwaysStandardGeneralConditionsofContractApril-2022AdvanceCorrectionSlipNo_10ACS-10.pdf
ATTACHMENT
GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27_04_22.pdf
ATTACHMENT
2023_04_26RBCE_CE-I-CTIndianRailwaysStandardGeneralConditionsofContractApril-2022AdvanceCorrectionSlipNo_4ACS-4.pdf
ATTACHMENT
2024_09_25RBCE_CE-I-CTIndianRailwaysStandardGeneralConditionsofContractApril-2022AdvanceCorrectionSlipNo_7ACS-7.pdf
ATTACHMENT
2026_03_13IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_111.pdf
ATTACHMENT
2025_01_09IIndianRailwaysStandardGeneralConditionsofContractApril-2022AdvanceCorrectionSlipNo_9ACS-9.pdf
ATTACHMENT
2023_10_20RBCE_CE-I-CTIndianRailwaysStandardGeneralConditionsofContractApril-2022AdvanceCorrectionSlipNo_5ACS-53.pdf
ATTACHMENT
2022_12_13RBCE_CE-I-CTIndianRailwaysStandardGeneralConditionsofContractApril2022ACSNo_2.pdf
ATTACHMENT
2023_04_26RBCE_CE-I-CTIndianRailwaysStandardGeneralConditionsofContractApril-2022AdvanceCorrectionSlipNo_3ACS-311.pdf
ATTACHMENT
2024_12_20IndianRailwaysStandardGeneralConditionsofContractApril-2022AdvanceCorrectionSlipNo_8ACS-8.pdf
ATTACHMENT
LC485proposedGAD.pdf
ATTACHMENT
26.02.2026_RevisedApprovedlistofBrands.pdf
ATTACHMENT
3100-reinforced-earth_1.pdf
ATTACHMENT
AFFIDAVIT_ANNEXURE-Vwith_ACS-4_GCC-2022.pdf
ATTACHMENT
Agt_format_for_JV_withACS-3_GCC-2022.pdf
ATTACHMENT
AP-SpecialConditionsGeneralwithIRGCC-2022uptoACS-11.pdf
ATTACHMENT
BS141.pdf
ATTACHMENT
DETAILSOFPERSONNELPLANTANDMACHINERYWORKSONHANDFORMATS.pdf
ATTACHMENT
EMPLOYMNTOFRETIREDRAILWAYOFFICERSCERTIFICATEFORMAT.pdf
ATTACHMENT
FormatforBankGuarantee11.10.2019ver-2vskp.pdf
ATTACHMENT
IRGCC-2022-uptoACS-11updated-13.03.2026.pdf
ATTACHMENT
IS18591GeosyntheticsReinforcedSoilStructures-COP_compressed.pdf
ATTACHMENT
MOUFormatforJVfirms_1.pdf
ATTACHMENT
PROFORMA_for_BIDCAPACITYcorrected22.08.2022.pdf
ATTACHMENT
PublicProcurementPolicy19.07.2024.pdf
ATTACHMENT
SpecialConditions-Measurementofworksbycontractor28.08.21-Ver-1.pdf
ATTACHMENT
ACS11toGCC.pdf
ATTACHMENT
irc.gov.in.078.2014.pdf
ATTACHMENT
LC485SpecialConditionsTechnical_1.pdf
ATTACHMENT
NEFT_FORM_GCC_1.pdf
ATTACHMENT
IncorporatingRailwayBoardInstructionsonMaintenancePeriodinWorksTenders.pdf
ATTACHMENT
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .