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Tender Value
₹1.4 Cr
EMD Value
₹2.2 L
Closing Date
30 Jan 2026, 3:30 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DRM WA
15 conditions · 3 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or V whichever 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.
(a)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. (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 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 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 shall also be considered for fulfillment of technical eligibility criteria for different components. (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. Any work or set of works shall be considered to be a separate component, only when cost of the component is more than 2 crore each.
(b) (iii) 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 Contract or through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract orjointly 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 notarized, 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. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing. Note for Item 10.1: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organization, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issuedbyapersonauthorizedbythePubliclistedcompanytoissuesuchcertificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Similar Nature of Work:- Any Civil Engineering Work.
2 conditions
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.
I/ We have visited the works site and I / We am / are aware of the site conditions.
Upgradation/Augmentation of Satellite Track Machine Depot, Bandikui/Jaipur Division and other staff amenities.
ENGG-JP-2025-26-143~NWR
ENGG-JP-2025-26-143
Open
Works - General
12 Months
Jaipur, Rajasthan
₹0
₹2.2 L
30 Jan 2026
6 Jan 2026
16 Jan 2026
132 items across 2 schedules · ₹4,70,152.32 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 420 | 205.45 | 86,289 |
| 2 | All kinds of soil. | cum | 100 | 286.85 | 28,685 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 50 | 253.95 | 12,697.5 |
| 4 | 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 | 20 | 7,365.15 | 1,47,303 |
| 5 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 10 | 7,226.95 | 72,269.5 |
| 6 | 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 | 36 | 6,833.4 | 2,46,002.4 |
| 7 | 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 | 193.5 | 6,326.05 | 12,24,090.68 |
| 8 | 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 | 3.5 | 370.85 | 1,297.98 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 322 | 307.95 | 99,159.9 |
| 10 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 370 | 669.55 | 2,47,733.5 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 6 | 766.55 | 4,599.3 |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 64 | 608.35 | 38,934.4 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 60 | 804.25 | 48,255 |
| 14 | 40 mm thick | Sqm | .36 | 1,430.3 | 514.91 |
| 15 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 10400 | 89.65 | 9,32,360 |
| 16 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 3150 | 89.65 | 2,82,397.5 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 100 | 8,683.8 | 8,68,380 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 25.2 | 10,306.2 | 2,59,716.24 |
| 19 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 10 | 6,882 | 68,820 |
| 20 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 30 | 8,512.1 | 2,55,363 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 9 | 8,288.35 | 74,595.15 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 103 | 6,653.45 | 6,85,305.35 |
| 23 | 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 | 12 | 1,063.45 | 12,761.4 |
| 24 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm 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 | 10 | 408.25 | 4,082.5 |
| 25 | 30 mm thick plain PVC door shutters | Sqm | 3.5 | 2,455.1 | 8,592.85 |
| 26 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 10000 | 93.05 | 9,30,500 |
| 27 | 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 | 86050 | 111.95 | 96,33,297.5 |
| 28 | Hot finished welded type tubes | Kg | 8000 | 154.9 | 12,39,200 |
| 29 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 600 | 88.5 | 53,100 |
| 30 | Providing and fixing bolts including nuts and washers complete. | Kg | 330 | 140.15 | 46,249.5 |
| 31 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In- charge. | Kg | 100 | 103.7 | 10,370 |
| 32 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 40 | 928.65 | 37,146 |
| 33 | 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 colours such as 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 pigment etc., complete. | Sqm | 6 | 935.6 | 5,613.6 |
| 34 | 1.60 mm thick with zinc coating not less than 350 gm/sqm | Metre | 70 | 1,370.4 | 95,928 |
| 35 | 110 mm diameter | Metre | 80 | 319.75 | 25,580 |
| 36 | 110 mm bend | Each | 12 | 132 | 1,584 |
| 37 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 60 | 1,179.25 | 70,755 |
| 38 | 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 | 1100 | 671.55 | 7,38,705 |
| 39 | Ridges plain (500 - 600mm) | Metre | 40 | 450.6 | 18,024 |
| 40 | Flashings/ Aprons.( Upto 600 mm) | Metre | 11 | 412.85 | 4,541.35 |
| 41 | 1:4 (1 cement: 4 fine sand) | Sqm | 350 | 294.85 | 1,03,197.5 |
| 42 | 1:6 (1 cement: 6 coarse sand) | Sqm | 80 | 294.35 | 23,548 |
| 43 | 1:6 (1 cement: 6 coarse sand) | Sqm | 40 | 401.35 | 16,054 |
| 44 | New work (two or more coats) with a base coat of white washing with lime | Sqm | 90 | 44.25 | 3,982.5 |
| 45 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 80 | 162.35 | 12,988 |
| 46 | 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 | 350 | 158.95 | 55,632.5 |
| 47 | Two or more coats on new work | Sqm | 120 | 131.45 | 15,774 |
| 48 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 600 | 191.4 | 1,14,840 |
| 49 | Two or more coats on new work | Sqm | 1200 | 121.45 | 1,45,740 |
| 50 | Orissa pattern W.C Pan of size 580x440 mm | Each | 2 | 3,850.65 | 7,701.3 |
| 51 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge. | cum | 10 | 701.95 | 7,019.5 |
| 52 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 14 | 2,007.1 | 28,099.4 |
| 53 | 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 | 20 | 2,928.1 | 58,562 |
| 54 | In lime mortar | cum | 10 | 701.95 | 7,019.5 |
| 55 | In cement mortar | cum | 23.5 | 1,698.45 | 39,913.58 |
| 56 | In lime mortar | cum | 10 | 954.8 | 9,548 |
| 57 | In cement mortar | cum | 23.5 | 2,027.1 | 47,636.85 |
| 58 | Of area 3 sq. metres and below | Each | 10 | 302.7 | 3,027 |
| 59 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. | Kg | 500 | 3.2 | 1,600 |
| 60 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 50 | 219.75 | 10,987.5 |
| 61 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in- charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 116 | 219.35 | 25,444.6 |
| 62 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | Sqm | 700 | 180.5 | 1,26,350 |
| 63 | Providing and fixing in pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) | per cm depth per cm width per metre length | 600 | 4.7 | 2,820 |
| 64 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 120 | 623.8 | 74,856 |
| 65 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer- in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 300 | 8,277.55 | 24,83,265 |
| 66 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. | cum | 140 | 2,803.65 | 3,92,511 |
| 67 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. | Each | 2 | 1,404 | 2,808 |
| 68 | 15 mm nominal dia Pipes | Metre | 20 | 255.9 | 5,118 |
| 69 | 15 mm nominal dia Pipes | Metre | 100 | 221.35 | 22,135 |
| 70 | 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 | 500 | 9.7 | 4,850 |
| 71 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 4 | 109.85 | 439.4 |
| 72 | 100 mm diameter | Metre | 30 | 375.75 | 11,272.5 |
| 73 | 100 mm diameter S.W. pipe | Metre | 30 | 895.5 | 26,865 |
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