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Tender Value
₹13.8 Cr
EMD Value
₹27.6 L
Closing Date
30 Apr 2026, 2:30 pmClosed
Yes (up to 5 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
Above/Below/Par
HQ TENDER
31 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.
The tenderer shall posses a valid Electrical Contractor's license and Supervisory License issued by any State/Central Govt. licensing board for voltage level 11 KV or above. The contractor/ sub-contractor shall submit the valid Electrical Contractor's license and Supervisory License issued by any State/Central Govt. licensing board for voltage level 11 KV or above before commencement of work
Defination of Similar Work :- As per Tender Document
48 conditions · 6 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
The tender/technical bid will be evaluated based on bid capacity formula detailed as Annexure-VI and proforma-II failing which offer shall be considered as incomplete and will be rejected summarily. (Applicable for works costing more than Rs.10.00 crore).
Tenders have been invited for and on behalf of the President of India for the work mentioned as per NIT.
Tender documents are not transferable .
It is understood that you are agreed to abide by the conditions those are laid down in the tender document when you submit the tender.
The tender document includes various chapters, drawings and annexures as enclosed, those are integral parts of the tender documents.
Rates enter in to rate page shall only be considered. Rates offered in any other form /letter by the tenderer shall not be considered.
Tenders other than in form of e-Tendering shall not be accepted against this tender. For this purpose, tenderers are required to submit their offer in IREPS.
In case of any difficulty faced by the tenderer while submitting their bid in the IREPS website assistance from help desk available with the website may be sought.
Railway Administration will not be responsible for any delay/difficulties /inaccessibility of the down loading facility for any reason whatsoever. In case of any discrepancy between the tender documents down loaded from internet and the master copy available in the offices, the latter shall prevail and will be binding on the tenderer(s). No claim on this account will be entertained.
Joint venture will be permitted in the tender value more than Rs.10.00 Crs.
Tenderer(s) has to go through the "Guideline & Conditions" of JOINT VENTURE included in Tender document carefully. Non- compliance of any conditions mentioned in the guideline of JV is liable to result in the tender being rejected.
General information about the project/work is attached separately. However the tenderer(s) are advised to visit the site for appreciation before submitting of tender.
Name & mailing address of the Tenderer(s) shall be clearly mentioned in ENGLISH language.
All the information requested for Tender shall be answered in the ENGLISH language. Where information is provided in another language, this shall be accompanied by a translation of its pertinent parts into ENGLISH. This translation will govern and be used for interpreting the information.
The railway reserves the right to:
Amend the scope and value of the work.
Reject or accept any tender; and
Cancel the tender process and reject any or all tenders, at any time.
The tenderer(s) have to fill up all the documents as stated in document.
Tenderer(s) are compulsorily required to indicate page number in the check list against relevant documents submitted by him / them.
In case of two packet system of tendering, the Second packet (Finance Bid) of only eligible tenderers found in the first packet (Technical Bid) will be opened.
Incomplete tenders are liable to be rejected without further correspondence.
If any one or more of the detailed information furnished in the tenderer's documents is proved to be false at any stage, the contractor/ firm will be debarred then and there, from all the commitments connected with the tender and his/their tender/contract will be rejected/terminated and further action will be taken as per extant rules.
Clarification of Bids: To assist in the examination, evaluation & comparison and prequalification of the Tender, the Railway may, at its discretion, ask any Bidder for a clarification of its Bid. Any clarification submitted by a Bidder that is not in response to a request by the Railway shall not be entertained or considered. The Railway request for clarification and the response of the bidder in this regard shall be in writing. However, if a Bidder does not provide clarification of its bid by the date and time communicated in the Railway request for clarification, the bid shall be evaluated as per the documents submitted along with the bid.
The Railway reserves the right to reject any or all offers without assigning any reasons and his decision shall be final and binding.
Clause 6 (Care In Submission Of Tenders), Part-I of Standard General Conditions of Contract - 2022.
(a)(i) Before submitting a tender, the tenderer will be deemed to have satisfied himself by actual inspection of the site and locality of the works, that all conditions liable to be encountered during the execution of the works are taken into account and that the r a t e s he enters in the tender f o r m s a r e adequate and all inclusive t o accord w i t h t h e provisions in Clause-37 o f the Standard General Conditions o f Contract f o r t h e completion of works to the entire satisfaction of the Engineer.
(ii) Tenderers will examine the various provisions of The Central Goods and Services Tax Act, 2017(CGST)/ Integrated Goods and Services T a x A c t , 2017(IGST)/ Union Territory Goods and Services Tax Act, 2017(UTGST)/ respective state's State Goods and Services Tax Act (SGST) also, as notified b y Central/State G ov t & as amended from tim e t o tim e and applicable taxes before bidding. Tenderers will ensure that full benefit of Input Tax Credit (ITC) likely to be availed by them is duly considered while quoting rates.
(iii) The successful tenderer who is liable to be registered under CGST/IGST/UTGST/SGST Act shall submit GSTIN along with other details required under CGST/IGST/UTGST/SGST Act to railway immediately a f t e r t h e a w a r d o f contract, without w h i c h no payment shall be released to the contractor. The contractor shall be responsible for deposition of applicable GST to the concerned authority.
(iv)In case the successful tenderer is not liable t o be registered under CGST/IGST/UTGST/ SGST Act, the railway shall deduct the applicable GST from his/their b i l l s u n d e r r e v e r s e charge mechanism (RCM) and deposit t h e same to the concerned authority.
PRICE VARIATION clause shall be applicable for tenders having value above Rs. 2 Crores.
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.
Construction of Officer Rest House at Gelephu (Bhutan) in connection with Kokrajhar-Gelephu new line project.
CE-CON-KJG-BLD-2026-02
CE-CON-KJG-BLD-2026-02
Open
Works - General
12 Months
Kamrup, Assam
₹0
₹27.6 L
30 Apr 2026
6 Apr 2026
16 Apr 2026
212 items across 5 schedules · ₹11,29,79,780.09 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 2997.13 | 177.5 | 5,31,990.58 |
| 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 | 8720 | 700.5 | 61,08,360 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 2291.9 | 2,123.75 | 48,67,422.63 |
| 4 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Litre | 50 | 234.75 | 11,737.5 |
| 5 | Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. | Metre | 90 | 279.7 | 25,173 |
| 6 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 28.74 | 8,340.85 | 2,39,716.03 |
| 7 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 370.72 | 7,294.7 | 27,04,291.18 |
| 8 | Foundations, footings, bases for columns | Sqm | 1466.97 | 392.15 | 5,75,272.29 |
| 9 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 37.25 | 410.85 | 15,304.16 |
| 10 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | Sqm | 37.25 | 146.15 | 5,444.09 |
| 11 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 178.8 | 749.3 | 1,33,974.84 |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 316.71 | 392.15 | 1,24,197.83 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1038.98 | 927.25 | 9,63,394.21 |
| 14 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 2509.05 | 736.4 | 18,47,664.42 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1837.69 | 961.3 | 17,66,571.4 |
| 16 | Stairs, (excluding landings) except spiral- staircases | Sqm | 55.33 | 764.95 | 42,324.68 |
| 17 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 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 | 3.64 | 10,585.9 | 38,532.68 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 48208.68 | 107.85 | 51,99,306.14 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 72084.97 | 107.85 | 77,74,364.01 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 589.17 | 9,504.75 | 55,99,913.56 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 856.89 | 9,860.4 | 84,49,278.16 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 138.03 | 7,132.25 | 9,84,464.47 |
| 23 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 348.26 | 9,344.35 | 32,54,263.33 |
| 24 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 12 | 905.05 | 10,860.6 |
| 25 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 1052.28 | 1,123.8 | 11,82,552.26 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 108 | 7,311.25 | 7,89,615 |
| 27 | 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 | 432.18 | 1,267.95 | 5,47,982.63 |
| 28 | Sal wood | cum | 30 | 1,16,520.3 | 34,95,609 |
| 29 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 250 | 2,392.65 | 5,98,162.5 |
| 30 | 25 mm dia | Metre | 187.5 | 525.55 | 98,540.63 |
| 31 | Fixed to steel windows by welding | Kg | 2273.9 | 219.1 | 4,98,211.49 |
| 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 | 396 | 228.85 | 90,624.6 |
| 33 | 100x58x1.90 mm | Each | 264 | 45 | 11,880 |
| 34 | 300x16 mm | Each | 10 | 216.55 | 2,165.5 |
| 35 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 66 | 983.15 | 64,887.9 |
| 36 | 200x10 mm | Each | 140 | 99.7 | 13,958 |
| 37 | 150x10 mm | Each | 140 | 82.55 | 11,557 |
| 38 | 125 mm | Each | 140 | 66.25 | 9,275 |
| 39 | Twin rubber stopper | Each | 70 | 72.35 | 5,064.5 |
| 40 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 91.5 | 492.7 | 45,082.05 |
| 41 | 30 mm thick pre laminated PVC door shutters | Sqm | 47.25 | 3,663.8 | 1,73,114.55 |
| 42 | Using R2 series with frame (65 mm & above) x (40 mm & above) & glazed sash (25 mm & above) x (50 mm & above) & fly screen sash (18 mm & above) x (40 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). | Sqm | 376.07 | 9,933.4 | 37,35,653.74 |
| 43 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 25.2 | 11,439.6 | 2,88,277.92 |
| 44 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 100 | 226 | 22,600 |
| 45 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1500 | 172.6 | 2,58,900 |
| 46 | 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 | 560 | 772.4 | 4,32,544 |
| 47 | 1:6 (1cement : 6 coarse sand) | Sqm | 766.25 | 965.55 | 7,39,852.69 |
| 48 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 766.25 | 614.2 | 4,70,630.75 |
| 49 | Makrana white second quality | Sqm | 23.9 | 3,737.45 | 89,325.06 |
| 50 | 25 mm thick | Sqm | 207.8 | 1,948.25 | 4,04,846.35 |
| 51 | Size of Tile 1000x1000 mm | Sqm | 2042.35 | 2,089.65 | 42,67,796.68 |
| 52 | Size of Tile 800 x 1200 mm | Sqm | 180.65 | 2,056.9 | 3,71,578.99 |
| 53 | 110 mm diameter | Metre | 117.5 | 377.4 | 44,344.5 |
| 54 | 110 mm bend | Each | 20 | 150.35 | 3,007 |
| 55 | 110 mm Shoe | Each | 20 | 131.85 | 2,637 |
| 56 | 110 mm | Each | 80 | 371.3 | 29,704 |
| 57 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. | Each | 20 | 54.7 | 1,094 |
| 58 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 509.76 | 1,529.1 | 7,79,474.02 |
| 59 | 1:4 (1 cement: 4 fine sand) | Sqm | 4418.77 | 347.05 | 15,33,534.13 |
| 60 | 1:6 (1 cement: 6 fine sand) | Sqm | 3394.12 | 333.35 | 11,31,429.9 |
| 61 | 1:4 (1 cement: 4 fine sand) | Sqm | 287.62 | 399.45 | 1,14,889.81 |
| 62 | 1:3 (1 cement : 3 fine sand) | Sqm | 1689.17 | 300.45 | 5,07,511.13 |
| 63 | Neat cement punning. | Sqm | 950 | 79.95 | 75,952.5 |
| 64 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 5083.29 | 262.7 | 13,35,380.28 |
| 65 | 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 | 5083.29 | 185.65 | 9,43,712.79 |
| 66 | 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 | 1906.39 | 160.6 | 3,06,166.23 |
| 67 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 153.72 | 176.25 | 27,093.15 |
| 68 | With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood | Sqm | 93.6 | 74.65 | 6,987.24 |
| 69 | Two or more coats on new work | Sqm | 252.59 | 155.9 | 39,378.78 |
| 70 | With granite stone of area less than 0.50 sqm. | Sqm | 600 | 4,746.2 | 28,47,720 |
| 71 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 3000 | 1,045.65 | 31,36,950 |
| 72 | 510x1040 mm bowl depth 225 mm | Each | 2 | 7,514.65 | 15,029.3 |
| 73 | 20 mm nominal dia Pipes | Metre | 1000 | 537.6 | 5,37,600 |
| 74 | 25 mm nominal dia Pipes | Metre | 500 | 627.25 | 3,13,625 |
| 75 | 25 mm nominal dia Pipes | Metre | 500 | 355.4 | 1,77,700 |
| 76 | 40 mm nominal dia Pipes | Metre | 500 | 563.05 | 2,81,525 |
| 77 | 50 mm nominal dia Pipes | Metre | 100 | 794.25 | 79,425 |
| 78 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 10000 | 11 | 1,10,000 |
| 79 | 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg | Each | 16 | 1,358 | 21,728 |
| 80 | Constructing soak pit 1.20x1.20x1.20 m filled with brick bats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. | Each | 2 | 2,890.1 | 5,780.2 |
| 81 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 500 | 598.6 | 2,99,300 |
| 82 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 150 | 1,505.25 | 2,25,787.5 |
| 83 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 180.65 | 617.05 | 1,11,470.08 |
| 84 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 40.6 | 8,042.3 | 3,26,517.38 |
| 85 | With semi perforated 12 mm thick micro tegular edged GRG false ceiling tiles. | Sqm | 240 | 1,852.05 | 4,44,492 |
| Schedule total | ₹8,58,11,056.5 | ||||
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