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Tender Value
₹2.9 Cr
EMD Value
₹5.8 L
Closing Date
31 Jul 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Deposit Work
ADEN FL
15 conditions · 4 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.
(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 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 fulfilment 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 issued by a person authorized by the Public listed company to issue such certificates. 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.
ADEN-FL Sub Division: Provision of 04 Nos Lift in Jurisdictions of ADEN-FL
ENGG-JP-2026-27-83
ENGG-JP-2026-27-83
Open
Works - General
12 Months
Jaipur, Rajasthan
₹0
₹5.8 L
31 Jul 2026
6 Jul 2026
17 Jul 2026
55 items across 1 schedule · ₹2,75,49,385.15 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 300 | 177.5 | 53,250 |
| 2 | All kinds of soil | cum | 100 | 126.8 | 12,680 |
| 3 | 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 | 20 | 8,340.85 | 1,66,817 |
| 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 | 50 | 7,294.7 | 3,64,735 |
| 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 | 20 | 9,895.2 | 1,97,904 |
| 6 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 60 | 842.5 | 50,550 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 200 | 392.15 | 78,430 |
| 8 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 1300 | 842.5 | 10,95,250 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 100 | 927.25 | 92,725 |
| 10 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 20000 | 107.85 | 21,57,000 |
| 11 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 50 | 9,504.75 | 4,75,237.5 |
| 12 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 75 | 9,860.4 | 7,39,530 |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 30 | 7,132.25 | 2,13,967.5 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 110 | 9,105.95 | 10,01,654.5 |
| 15 | Granite stone of any colour and shade | Sqm | 200 | 3,094.55 | 6,18,910 |
| 16 | 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 | 25 | 1,267.95 | 31,698.75 |
| 17 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 850 | 5,015.05 | 42,62,792.5 |
| 18 | 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 | 500 | 117.35 | 58,675 |
| 19 | 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 | 35000 | 133.7 | 46,79,500 |
| 20 | Hot finished welded type tubes | Kg | 35000 | 194.4 | 68,04,000 |
| 21 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1500 | 172.6 | 2,58,900 |
| 22 | 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 | 280 | 772.4 | 2,16,272 |
| 23 | Light shade pigment using white cement | Sqm | 80 | 1,549.45 | 1,23,956 |
| 24 | Ordinary cement without any pigment | Sqm | 50 | 1,056.35 | 52,817.5 |
| 25 | 25 mm thick | Sqm | 100 | 1,948.25 | 1,94,825 |
| 26 | 110 mm diameter | Metre | 300 | 377.4 | 1,13,220 |
| 27 | 110 mm bend | Each | 30 | 150.35 | 4,510.5 |
| 28 | 110 mm Shoe | Each | 30 | 131.85 | 3,955.5 |
| 29 | 110 mm | Each | 100 | 371.3 | 37,130 |
| 30 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) 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 | 400 | 738.65 | 2,95,460 |
| 31 | Ridges plain (500 - 600mm) | Metre | 50 | 532.35 | 26,617.5 |
| 32 | Gutter (600 mm over all girth) | Metre | 100 | 1,313.7 | 1,31,370 |
| 33 | 1:4 (1 cement: 4 coarse sand) | Sqm | 100 | 411.75 | 41,175 |
| 34 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1400 | 466.05 | 6,52,470 |
| 35 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1400 | 262.7 | 3,67,780 |
| 36 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 1400 | 171.1 | 2,39,540 |
| 37 | Two or more coats on new work | Sqm | 1000 | 155.9 | 1,55,900 |
| 38 | Two or more coats on new work | Sqm | 1250 | 146.8 | 1,83,500 |
| 39 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 1000 | 6.15 | 6,150 |
| 40 | One or more coats on old work | Sqm | 2000 | 102.8 | 2,05,600 |
| 41 | One or more coats on old work | Sqm | 2000 | 96 | 1,92,000 |
| 42 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 100 | 2,434.25 | 2,43,425 |
| 43 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 100 | 1,503.6 | 1,50,360 |
| 44 | In lime mortar | cum | 12 | 851.5 | 10,218 |
| 45 | In cement mortar | cum | 12 | 2,458.95 | 29,507.4 |
| 46 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 500 | 5.65 | 2,825 |
| 47 | 20 mm nominal dia Pipes | Metre | 50 | 335 | 16,750 |
| 48 | 25 mm nominal dia Pipes | Metre | 100 | 401.55 | 40,155 |
| 49 | 50 mm nominal dia Pipes | Metre | 200 | 934.15 | 1,86,830 |
| 50 | 80 mm dia nominal bore | Metre | 50 | 1,041.7 | 52,085 |
| 51 | 50 to 80 mm nominal bore | Each | 4 | 1,785.35 | 7,141.4 |
| 52 | 100 mm diameter pipe | Each | 4 | 332 | 1,328 |
| 53 | 150 mm diameter | Metre | 50 | 695.8 | 34,790 |
| 54 | 300 mm dia. R.C.C. pipe | Metre | 100 | 994.3 | 99,430 |
| 55 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 2 | 8,042.3 | 16,084.6 |
| Schedule total | ₹2,75,49,385.15 | ||||
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