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Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
10 Jul 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
BUILDING
14 conditions · 2 needing a document upload
Financial Eligibility Criteria: 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. Non submission of the documents shall lead to summarily rejection of the offer.
(a)The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii)One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b) (1)In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)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. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfillment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract.
Defination of Similar Work :- Any Civil Construction or repair work.
12 conditions · 2 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.
Indian Railways Standard General Conditions of Contract, April 2022 (IRGCC, April 2022) with correction slips issued up to date of inviting tender will be applicable for this tender.
Maintenance period is six months or one monsoon whichever is later from the date of actual completion of the work.
1.If the bidder submits Bid security in the form of Bank Guarantee "The original Bank Guarantee should be delivered in person receive and dispatch section of this office (i.e. DRM office, Engineering Branch, West Central Railway, Jabalpur) before closing date for submission of bids (i.e. excluding the last date of submission of bids).
ADEN/KTE:- Construction of ADEN office building for ADEN/Katni at Katni Station under Assistant Divisional Engineer, Katni subdivision.
DRMW-JBP-96-2026
DRMW-JBP-96-2026
Open
Works - General
12 Months
Jabalpur, Madhya Pradesh
₹0
₹2.6 L
10 Jul 2026
12 Jun 2026
26 Jun 2026
67 items across 1 schedule · ₹1,43,17,520.94 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 150 | 205.45 | 30,817.5 |
| 2 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 120 | 2,161.2 | 2,59,344 |
| 3 | 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 | 70 | 7,365.15 | 5,15,560.5 |
| 4 | 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 | 49.07 | 6,833.4 | 3,35,314.94 |
| 5 | Foundations, footings, bases for columns | Sqm | 120 | 307.95 | 36,954 |
| 6 | 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 | 45 | 8,364.2 | 3,76,389 |
| 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 | 39.08 | 10,185.05 | 3,98,031.75 |
| 8 | cum | 38.85 | 10,719.3 | 4,16,444.81 | |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 150 | 307.95 | 46,192.5 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 278.4 | 766.55 | 2,13,407.52 |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 322.56 | 608.35 | 1,96,229.38 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 300 | 804.25 | 2,41,275 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 11517.58 | 89.65 | 10,32,551.05 |
| 14 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 64.14 | 8,683.8 | 5,56,978.93 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 60 | 10,306.2 | 6,18,372 |
| 16 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 30 | 6,882 | 2,06,460 |
| 17 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 140 | 8,414.65 | 11,78,051 |
| 18 | Second class teak wood | cum | 1 | 1,31,576.95 | 1,31,576.95 |
| 19 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 20 | 1,881.95 | 37,639 |
| 20 | With 2nd class teak wood beading 62X19 mm | Sqm | 40 | 1,164.9 | 46,596 |
| 21 | 250x16 mm | Each | 20 | 165.9 | 3,318 |
| 22 | 100 mm | Each | 20 | 28.25 | 565 |
| 23 | 250x10 mm | Each | 12 | 104.4 | 1,252.8 |
| 24 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm (+/- 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge. | Metre | 25 | 462.25 | 11,556.25 |
| 25 | Non decorative finish (matt finish) | Sqm | 12 | 3,467.2 | 41,606.4 |
| 26 | 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 | 12 | 9,397.35 | 1,12,768.2 |
| 27 | Hot finished welded type tubes | Kg | 3319.59 | 154.9 | 5,14,204.49 |
| 28 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 5500 | 142.3 | 7,82,650 |
| 29 | 5.5 mm thick glass panes (weight not less than 12.50 kg/sqm) | Sqm | 25 | 1,243.5 | 31,087.5 |
| 30 | Acid and alkali resistant tile | Sqm | 45 | 1,515.45 | 68,195.25 |
| 31 | Acid and alkali resistant tile | Sqm | 60 | 1,637.7 | 98,262 |
| 32 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 81.37 | 1,107.05 | 90,080.66 |
| 33 | Size of Tile 600 x 600 mm | Sqm | 243.34 | 1,311.05 | 3,19,030.91 |
| 34 | 110 mm diameter | Metre | 110 | 319.75 | 35,172.5 |
| 35 | 110 mm bend | Each | 10 | 132 | 1,320 |
| 36 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 150 | 671.55 | 1,00,732.5 |
| 37 | 1:4 (1 cement: 4 fine sand) | Sqm | 3000 | 294.85 | 8,84,550 |
| 38 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 3000 | 214.3 | 6,42,900 |
| 39 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 3000 | 158.95 | 4,76,850 |
| 40 | Two or more coats on new work | Sqm | 400 | 131.45 | 52,580 |
| 41 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 13.5 | 2,007.1 | 27,095.85 |
| 42 | 53 mm to 22.4 mm size stone aggregate | cum | 150 | 1,837.25 | 2,75,587.5 |
| 43 | Moorum | cum | 200 | 888.3 | 1,77,660 |
| 44 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 350 | 865.8 | 3,03,030 |
| 45 | Cement concrete prepared with batch mixing machine | cum | 110 | 9,492.9 | 10,44,219 |
| 46 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- charge). | cum | 5 | 8,613.55 | 43,067.75 |
| 47 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 200 | 932.35 | 1,86,470 |
| 48 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 3 | 5,781.35 | 17,344.05 |
| 49 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 5,540.55 | 11,081.1 |
| 50 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 3 | 2,275 | 6,825 |
| 51 | 32 mm dia | Each | 5 | 90.95 | 454.75 |
| 52 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 5 | 45.25 | 226.25 |
| 53 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 5 | 146.3 | 731.5 |
| 54 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 2 | 204.7 | 409.4 |
| 55 | 15 mm dia nominal bore | Metre | 50 | 304.15 | 15,207.5 |
| 56 | 25 mm dia nominal bore | Metre | 80 | 491.2 | 39,296 |
| 57 | 50 mm dia nominal bore | Metre | 150 | 893.2 | 1,33,980 |
| 58 | 100 mm diameter S.W. pipe | Metre | 50 | 895.5 | 44,775 |
| 59 | 200 mm diameter S.W. pipe | Metre | 150 | 1,276.7 | 1,91,505 |
| 60 | 300 mm dia piles | Metre | 75 | 2,560.9 | 1,92,067.5 |
| 61 | 300 mm dia piles | Each | 75 | 2,182.6 | 1,63,695 |
| 62 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 200 | 466.3 | 93,260 |
| 63 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 150 | 564.8 | 84,720 |
| 64 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 30 | 1,325.55 | 39,766.5 |
| 65 | 300 mm dia | Metre | 60 | 592.05 | 35,523 |
| 66 | 150 mm nominal size dia | Metre | 60 | 668.5 | 40,110 |
| 67 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 5 | 1,309 | 6,545 |
| Schedule total | ₹1,43,17,520.94 | ||||
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details.html
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nit.pdf
NIT
tenderdocument13.pdf
ATTACHMENT
SpecialconditionsforADENBuilding.pdf
ATTACHMENT
Annexure-VIB.pdf
ATTACHMENT
letterforcredit.pdf
ATTACHMENT
SGCCApril22ACSNo.8to11_compressed.pdf Correction Slip No 8 to 11
ATTACHMENT
SGCCApril22ACSNo.8to11_compressed.pdf
ATTACHMENT
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