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Tender Value
₹1.9 Cr
EMD Value
₹2.5 L
Closing Date
20 Mar 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.
As per Advance Correction Slip No. 5 dated 20.10.2023 "The Original Bank Guarantee should be delivered in person in this office (i.e in Receive and Dispatch Section of 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)
Maintenance period of the work will be 06 months or one monsoon whichever is later from the date of actual completion of the work.
Two Misc. work under Sr. Divisional Engineer (Central)JBP jurisdiction. Part-1:- Provision of PWI Office Sihora Road with Store room, Workshop alongwith Boundary Wall under Assistant Divisional Engineer Jabalpur Sub-division. Part-2:- Sihora Road-Construction of 02 units type - IV and 03 units type-III New quarters under Assistant Divisional Engineer Jabalpur Sub-division Sub division."
DRMW-JBP-31-2026
DRMW-JBP-31-2026
Open
Works - General
12 Months
Jabalpur, Madhya Pradesh
₹0
₹2.5 L
20 Mar 2026
24 Feb 2026
6 Mar 2026
133 items across 2 schedules · ₹2,12,91,001.2 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 300 | 286.85 | 86,055 |
| 2 | 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 | 30 | 7,365.15 | 2,20,954.5 |
| 3 | 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 | 20 | 6,833.4 | 1,36,668 |
| 4 | Foundations, footings, bases for columns | Sqm | 80 | 307.95 | 24,636 |
| 5 | 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 | 20 | 8,364.2 | 1,67,284 |
| 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 | 15 | 10,185.05 | 1,52,775.75 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 350 | 307.95 | 1,07,782.5 |
| 8 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 50 | 669.55 | 33,477.5 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 350 | 766.55 | 2,68,292.5 |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 350 | 608.35 | 2,12,922.5 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 350 | 804.25 | 2,81,487.5 |
| 12 | 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 | 5 | 9,673.5 | 48,367.5 |
| 13 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 5000 | 89.65 | 4,48,250 |
| 14 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 8000 | 89.65 | 7,17,200 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 110 | 8,683.8 | 9,55,218 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 150 | 10,306.2 | 15,45,930 |
| 17 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 10 | 6,882 | 68,820 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 125 | 8,190.9 | 10,23,862.5 |
| 19 | 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 | 50 | 1,063.45 | 53,172.5 |
| 20 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 40 | 1,881.95 | 75,278 |
| 21 | 30 mm thick shutters | Sqm | 10 | 2,427.85 | 24,278.5 |
| 22 | Fixed to steel windows by welding | Kg | 720 | 181 | 1,30,320 |
| 23 | 300x16 mm | Each | 20 | 180.55 | 3,611 |
| 24 | 150x10 mm | Each | 25 | 75.55 | 1,888.75 |
| 25 | 125 mm | Each | 25 | 60.05 | 1,501.25 |
| 26 | Twin rubber stopper | Each | 20 | 62.25 | 1,245 |
| 27 | 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 | 30 | 462.25 | 13,867.5 |
| 28 | Non decorative finish (matt finish) | Sqm | 20 | 3,467.2 | 69,344 |
| 29 | 125 mm | Each | 20 | 100.45 | 2,009 |
| 30 | 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 | 500 | 111.95 | 55,975 |
| 31 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 5 | 444.5 | 2,222.5 |
| 32 | 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 | 10 | 185.95 | 1,859.5 |
| 33 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 200 | 142.3 | 28,460 |
| 34 | 4.0 mm thick glass panes (weight not less than 10 kg/sqm) | Sqm | 20 | 940.3 | 18,806 |
| 35 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (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 Cement Mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 50 | 1,225.1 | 61,255 |
| 36 | Size of Tile 600x600 mm | Sqm | 200 | 1,466.5 | 2,93,300 |
| 37 | 75 mm diameter | Metre | 20 | 213 | 4,260 |
| 38 | 110 mm diameter | Metre | 75 | 319.75 | 23,981.25 |
| 39 | 1:4 (1 cement: 4 fine sand) | Sqm | 1000 | 339.7 | 3,39,700 |
| 40 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1000 | 214.3 | 2,14,300 |
| 41 | Two or more coats on new work | Sqm | 1200 | 92.75 | 1,11,300 |
| 42 | 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 | 150 | 144.9 | 21,735 |
| 43 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 150 | 140.05 | 21,007.5 |
| 44 | Two or more coats on new work | Sqm | 200 | 131.45 | 26,290 |
| 45 | Moorum | cum | 200 | 888.3 | 1,77,660 |
| 46 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 4 | 5,781.35 | 23,125.4 |
| 47 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 5,540.55 | 11,081.1 |
| 48 | Flat back wash basin of size 630x450 mm | Each | 4 | 1,149.6 | 4,598.4 |
| 49 | 15 mm dia nominal bore | Metre | 50 | 267.5 | 13,375 |
| 50 | 20 mm dia nominal bore | Metre | 80 | 315.35 | 25,228 |
| 51 | 25 mm dia nominal bore | Metre | 80 | 417.95 | 33,436 |
| 52 | 50 mm dia nominal bore | Metre | 245 | 654.2 | 1,60,279 |
| 53 | 25 to 40 mm nominal bore | Each | 20 | 757.1 | 15,142 |
| 54 | 50 to 80 mm nominal bore | Each | 5 | 1,513.7 | 7,568.5 |
| 55 | 15 mm nominal bore | Each | 5 | 303.85 | 1,519.25 |
| 56 | 25 mm nominal bore | Each | 5 | 532.35 | 2,661.75 |
| 57 | 50 mm nominal bore | Each | 5 | 878.25 | 4,391.25 |
| 58 | 25 mm nominal bore | Each | 5 | 399.15 | 1,995.75 |
| 59 | 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. | Litre | 2000 | 9.7 | 19,400 |
| 60 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 20 | 109.85 | 2,197 |
| 61 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 10 | 103.15 | 1,031.5 |
| 62 | 15 mm nominal bore, 105 mm long, weighing not less than 138 gms | Each | 10 | 161.55 | 1,615.5 |
| 63 | 20 mm nominal bore, 120 mm long, weighing not less than 198 gms | Each | 10 | 223.5 | 2,235 |
| 64 | 200 mm diameter | Metre | 150 | 830.4 | 1,24,560 |
| 65 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 150 | 433.95 | 65,092.5 |
| 66 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 150 | 531.8 | 79,770 |
| Schedule total | ₹88,78,913.9 | ||||
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Tender document
ATTACHMENT
SpecialconditionforSHRboundarywall.pdf Special Conditions
ATTACHMENT
2..letterforcredit.pdf
ATTACHMENT
1..Annexure-VIB.pdf
ATTACHMENT
3..SGCCApril22ACSNo.8to10.pdf
ATTACHMENT
tenderdocument-SHRboundarywall_1.pdf
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