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Tender Value
₹2.6 Cr
EMD Value
₹5.2 L
Closing Date
31 Aug 2026, 3:00 pm7d left
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
DEN 4
14 conditions · 2 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.
Experience in similar nature of work :- (a) The tenderer must have successfully completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i) In case of 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 any of the following during last 07 (seven) years,ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(i): Separate completed works of minimum required values for each component shall also be considered for fulfillment of technical eligibility criteria.(b) (ii) In such cases, what constitutes a component in a composite work shall be clearly pre defined with estimated tender cost of it, as part of the tender documents without any ambiguity.
Defination of Similar Work :- Any Building works with framed structure.
81 conditions · 17 needing a document upload
" No post tender correspondence will be done with the participant tenderer(s) for deficient credentials noted during scrutiny of tender/offer nor any credential will be accepted after opening of the tender and the offer shall be decided on the basis of submitted/Credentials downloaded with offer only"
If it is NOT mentioned in the submitted tender that tender is being submitted on behalf of a Sole Proprietorship firm / Partnership firm / Joint Venture / Registered Company etc., then the tender shall be treated as having been submitted by the individual who has signed the tender.
After opening of the tender, any document pertaining to the constitution of Sole Proprietorship Firm / Partnership Firm / Registered Company/ Registered Trust / Registered Society/HUF etc. shall be neither asked nor considered, if submitted.Further, no suo moto cognizance of any document available in public domain (i.e., on internet etc.) or in Railway's record/office files etc. will be taken for consideration of the tender, if no such mention is available in tender offer submitted
No post tender correspondence will be done with the participant tender(s) for deficient credentials noted during scrutiny of tender/offer nor any credential will be accepted after opening of the tender and the offer shall be decided on the basis of submitted/Credentials downloaded with offer only.
Tenderers attention is invited to clause I of Section VII and other relevant clauses of Section I and II whereby in case of non- submission/non compliance, the tender offer is likely to be rejected.
The tenderer/s shall submit a duly filled Tender form as per "ANNEXURE-I" OF STANDARD TENDER DOCUMENT"
In case of other than Company/Proprietary firm, Annexure-V (A) shall be submitted by 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 above Certificate(s) 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/digitally signed by which they/he is qualifying the Qualifying Criteria mentioned in the Tender Document.
The following documents should be specified for submission along with tender:
A. List of Personnel, Organization available on hand and proposed to be engaged for the subject work.
B. List of plant Machinery available on hand own and proposed to be inducted own hired to be given separately for the subject work.
C. The tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender. Description of work, organization for whom executed, approximate value of contract at the time of award, date of award and date of scheduled completion of work, Date of actual start, actual completion and final value of contract should also be given.
D. List of works on hand indicating description of work, contract value, and approximate value of balance work yet to be done and date of award.
The tenderers whether sole proprietor , a limited company or a partnership firm he/they should submit authentic proof in terms of partnership deed, proprietorship documents etc. along with the tender. If he/they want to act through agent or individual partners should submit a power of attorney duly stamped and authenticated by Notary Public or by Magistrate in favour of specific person whether he/she/they are partners of the firm or any other person specifically authorizing him/her name to submit the tender, sign the agreement , receive money, witness measurements, sign measurement books , compromise, settie, relinquish any claims, preferred by firm and also sign No Claim Certificate and refer all or any disputes arbitration.
Bid Security: (a)Subject to exemptions provided under para 4(iv)) of this document, the tender must be accompanied by a Bid Security as mentioned in tender documents, failing which the tender shall be summarily rejected. (b)The Tenderer(s) shall keep the offer open for a minimum period of 60 days (in case of two packet system of tendering 90days) from the date of closing of the Tender. It is understood that the tender documents have been issued to the Tenderer(s) and the Tenderer(s), is / are permitted to tender in consideration of the stipulation on his / their part that after submitting his / Their tender subject to the period being extended further, if required by mutual agreement from time to time, he will not resile from his offer or modify the terms and conditions thereof in a manner not acceptable to North East Frontier Railway. Should the tenderer fail to observe or comply with the foregoing stipulation, the amount deposited or Bank guarantee bond submitted as Bid Security for the due performance of the above stipulation, shall be forfeited to the Railway. (c)If his tender is accepted, (i)the Bid Security mentioned in sub para(a) above deposited in cash through e- payment gateway will be retained as part security for the due and faithful fulfillment of the contract in terms of Clause 16 of the Standard General Conditions of Contract; (ii)the Bid Security mentioned in sub para(a) above submitted as Bank guarantee bond, will be encashed as part security for the due and faithful fulfillment of the contract in terms of Clause 16 of the Standard General Conditions of Contract. The Bid Security of other Tenderers shall, save as herein before provided, be returned to them, but the Railway shall not be responsible for any loss or depreciation to the Bid Security that may happen thereto while in their possession, nor be liable to pay interest thereon. (d)In case Contractor submits the Term Deposit Receipt/Bank Guarantee Bond towards either the Full Security Depositor the Part Security Deposit equal to or more than Bid Security, the Railway shall return the Bid Security so retained as per sub para(c) above, to the Contractor.
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)
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 6.3.2 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 6.3.3 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 6.3.6 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.
The following documents should be specified for submission along with tender:
A. List of Personnel, Organization available on hand and proposed to be engaged for the subject work.
B. List of plant Machinery available on hand own and proposed to be inducted own hired to be given separately for the subject work.
C. List of Works completed in the last three financial years giving description of work, organization for whom executed, approximate value of contract at the time of award, date of award and date of scheduled completion of work, Date of actual start, actual completion and final value of contract should also be given.
D. List of works on hand indicating description of work, contract value, and approximate value of balance work yet to be done and date of award.
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.
Clause regarding GST - (a) Tenderer should furnished their GSTIN numbers representing the States in which they are registered for GST, along with address of Registered Office, place of business in State etc. (b) The contract is under GST act & rules as applicable time to time. (c) All the bidders/tenders should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law.
The tenderers whether Sole Proprietor, a limited company or a partnership firm he/they should submit authentic proof in terms of partnership deed, proprietorship documents etc. along with the tender. If he/they want to act through agent or individual partners should submit a power of attorney duly stamped and authenticated by Notary Public or by Magistrate in favour of specific person whether he/she/they are partners of the firm or any other person specifically authorizing him/her name to submit the tender, sign the agreement, receive money, witness measurements, sign measurement books, compromise, settie, relinquish any claims, preferred by firm and also sign No Claim Certificate and refer all or any disputes arbitration.
(a) At the time of creation of any new tender in IREPS works module, an option has been provided to the tendering authority for obtaining Bid Security Declaration in lieu of Bid Security/Earnest Money Deposit. In case this option is selected, the Bid Security/Earnest Money Deposit amount for the tender shall be NIL. (b) If the tendering authority decides to take Bid Security/Earnest Money Deposit, it shall be mandatory for the tendering authority to provide reasons, and upload the approval of competent authority for the same. The Competent Authority shall be the next higher authority to the authority competent to finalise the particular tender. (c) In case Bid Security Declaration in lieu of Bid Security/Earnest Money Deposit is allowed against a tender, the provision has been made in IREPS for the bidder to mandatorily submit the following declaration along with his offer : If the bidder fails to submit the Bid security declaration, the bid will be rejected irrespective of winning the bid and qualifying for the tender.
Repairs and renovation of four nos. of roomks, revitization of existing bar room to a new double bedded room, extension and modernization of existing Auditorium and emergency exit from all floors of club Building at officer Rest House at Lumding.
LMG-ENGG-50-2026~NFR
LMG-ENGG-50-2026
Open
Works - General
12 Months
Hojai, Assam
₹0
₹5.2 L
10 Aug 2026
10 Aug 2026
17 Aug 2026
111 items across 5 schedules · ₹2,31,80,967.07 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 90 | 260.3 | 23,427 |
| 2 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 100 | 700.5 | 70,050 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 100 | 2,123.75 | 2,12,375 |
| 4 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 80 | 310.05 | 24,804 |
| 5 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 50 | 7,878.5 | 3,93,925 |
| 6 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 30 | 6,812 | 2,04,360 |
| 7 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 30 | 9,045.75 | 2,71,372.5 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 160 | 392.15 | 62,744 |
| 9 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 150 | 842.5 | 1,26,375 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 150 | 927.25 | 1,39,087.5 |
| 11 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 160 | 736.4 | 1,17,824 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 70 | 961.3 | 67,291 |
| 13 | Stairs, (excluding landings) except spiral- staircases | Sqm | 12 | 764.95 | 9,179.4 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 9000 | 107.85 | 9,70,650 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 10000 | 107.85 | 10,78,500 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 20 | 9,504.75 | 1,90,095 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 40 | 9,860.4 | 3,94,416 |
| 18 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 25 | 6,504.9 | 1,62,622.5 |
| 19 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 300 | 9,344.35 | 28,03,305 |
| 20 | Cement mortar 1:3 (1 cement :3 coarse sand) | Sqm | 300 | 1,150.5 | 3,45,150 |
| 21 | Area of slab over 0.50 sqm | Sqm | 100 | 5,938 | 5,93,800 |
| 22 | 12 mm thick | Sqm | 320 | 1,430.2 | 4,57,664 |
| 23 | Kiln seasoned and chemically treated hollock wood | cum | .45 | 1,87,277.65 | 84,274.94 |
| 24 | Decorative veneer facings approved manufacture | Sqm | 254 | 1,946.25 | 4,94,347.5 |
| 25 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 30 | 1,267.95 | 38,038.5 |
| 26 | Second class teak wood | cum | .3 | 1,42,949.7 | 42,884.91 |
| 27 | 35 mm thick shutters | Sqm | 45 | 4,111.95 | 1,85,037.75 |
| 28 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 40 | 2,241.8 | 89,672 |
| 29 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 25 | 3,473.85 | 86,846.25 |
| 30 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 12 | 2,392.65 | 28,711.8 |
| 31 | Fixed to steel windows by welding | Kg | 500 | 219.1 | 1,09,550 |
| 32 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 70 | 228.85 | 16,019.5 |
| 33 | 125x90x4.00 mm | Each | 62 | 71.25 | 4,417.5 |
| 34 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 12 | 854.65 | 10,255.8 |
| 35 | 125 mm | Each | 12 | 256.65 | 3,079.8 |
| 36 | 300x10 mm | Each | 60 | 130.1 | 7,806 |
| 37 | Extruded section profile size 48x40 mm | Metre | 120 | 270.2 | 32,424 |
| 38 | 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm ( +/- 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm ( +/- 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer's specification and direction of Engineer-in- charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places | Sqm | 50 | 3,068.85 | 1,53,442.5 |
| 39 | 12 mm thick. | Sqm | 400 | 1,212.75 | 4,85,100 |
| 40 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 5000 | 133.7 | 6,68,500 |
| 41 | Hot finished welded type tubes | Kg | 5000 | 194.4 | 9,72,000 |
| 42 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 250 | 772.4 | 1,93,100 |
| 43 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 250 | 614.2 | 1,53,550 |
| 44 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 100 | 1,112.7 | 1,11,270 |
| 45 | Size of Tile 800 x 1600 mm | Sqm | 400 | 1,870.25 | 7,48,100 |
| 46 | 12 mm thick | Sqm | 280 | 924.35 | 2,58,818 |
| 47 | Flat surfaces | Sqm | 270 | 1,718.95 | 4,64,116.5 |
| 48 | 110 mm diameter | Metre | 220 | 377.4 | 83,028 |
| 49 | 110 mm bend | Each | 20 | 150.35 | 3,007 |
| 50 | 110 mm | Each | 25 | 371.3 | 9,282.5 |
| 51 | 0.56 mm, Aluminium troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000 mm. | Sqm | 250 | 1,034.1 | 2,58,525 |
| 52 | Precoated/mill finish aluminium Ridges plain (500- 600mm) | Metre | 20 | 1,066.2 | 21,324 |
| 53 | 1:4 (1 cement: 4 fine sand) | Sqm | 650 | 347.05 | 2,25,582.5 |
| 54 | 1:4 (1 cement: 4 fine sand) | Sqm | 651 | 399.45 | 2,60,041.95 |
| 55 | 1:3 (1 cement: 3 fine sand) | Sqm | 430 | 439.25 | 1,88,877.5 |
| 56 | 1:3 (1 cement : 3 fine sand) | Sqm | 120 | 300.45 | 36,054 |
| 57 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 620 | 185.65 | 1,15,103 |
| 58 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 540 | 160.6 | 86,724 |
| 59 | On steel work | Sqm | 60 | 241.75 | 14,505 |
| 60 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge. | cum | 10 | 851.5 | 8,515 |
| 61 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 10 | 3,551.25 | 35,512.5 |
| 62 | Of area 3 sq. metres and below | Each | 12 | 367.2 | 4,406.4 |
| 63 | Of sectional area 40 square centimetres and above | cum | 2 | 4,459.1 | 8,918.2 |
| 64 | G.S. Sheet | Sqm | 300 | 164.95 | 49,485 |
| 65 | Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in- charge. | Sqm | 250 | 199.35 | 49,837.5 |
| 66 | Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately). | Kg | 450 | 817.15 | 3,67,717.5 |
| 67 | Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer-in- charge. | Each | 280 | 82.45 | 23,086 |
| Schedule total | ₹1,60,09,912.7 | ||||
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