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Tender Value
₹8.7 Cr
EMD Value
₹5.8 L
Closing Date
9 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DRM WA
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.
Improvement of drain in RE,AWR & BKI yard.
ENGG-JP-2025-26-94R~NWR
ENGG-JP-2025-26-94R
Open
Works - General
12 Months
Jaipur, Rajasthan
₹0
₹5.8 L
9 Jan 2026
17 Dec 2025
26 Dec 2025
61 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 500 | 205.45 | 1,02,725 |
| 2 | All kinds of soil. | cum | 3215 | 286.85 | 9,22,222.75 |
| 3 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 1400 | 417.35 | 5,84,290 |
| 4 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | Metre | 2110 | 651.55 | 13,74,770.5 |
| 5 | 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 | 300 | 253.95 | 76,185 |
| 6 | All kinds of soil | Sqm | 1000 | 28.15 | 28,150 |
| 7 | 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 | 535 | 7,365.15 | 39,40,355.25 |
| 8 | 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 | 690 | 6,833.4 | 47,15,046 |
| 9 | 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 | 668 | 6,326.05 | 42,25,801.4 |
| 10 | Foundations, footings, bases for columns | Sqm | 500 | 307.95 | 1,53,975 |
| 11 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | 250 | 9,277.75 | 23,19,437.5 |
| 12 | 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 | 1180 | 10,185.05 | 1,20,18,359 |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 25 | 307.95 | 7,698.75 |
| 14 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 5580 | 669.55 | 37,36,089 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 40 | 804.25 | 32,170 |
| 16 | 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 | 200 | 9,673.5 | 19,34,700 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 65000 | 89.65 | 58,27,250 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 611 | 6,658.25 | 40,68,190.75 |
| 19 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 160 | 837.85 | 1,34,056 |
| 20 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 955 | 1,018.05 | 9,72,237.75 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 655 | 6,653.45 | 43,58,009.75 |
| 22 | 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 | 9000 | 111.95 | 10,07,550 |
| 23 | Welding by gas or electric plant including transportation of plant at site etc. complete. | cm | 10000 | 3.4 | 34,000 |
| 24 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 287500 | 142.3 | 4,09,11,250 |
| 25 | 1:6 (1 cement: 6 fine sand) | Sqm | 1800 | 324.3 | 5,83,740 |
| 26 | 1:4 (1 cement: 4 fine sand) | Sqm | 2600 | 406.1 | 10,55,860 |
| 27 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 5000 | 97.6 | 4,88,000 |
| 28 | 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 | 100 | 162.35 | 16,235 |
| 29 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 100 | 55.5 | 5,550 |
| 30 | Two or more coats on new work | Sqm | 1800 | 131.45 | 2,36,610 |
| 31 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 100 | 123.85 | 12,385 |
| 32 | One or more coats on old work | Sqm | 2000 | 86.55 | 1,73,100 |
| 33 | Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. | Each | 165 | 89.45 | 14,759.25 |
| 34 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm | Metre | 650 | 285.9 | 1,85,835 |
| 35 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 210 | 2,007.1 | 4,21,491 |
| 36 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 344 | 1,239.6 | 4,26,422.4 |
| 37 | In cement mortar | cum | 25 | 1,698.45 | 42,461.25 |
| 38 | Channels, angles, tees and flats | Kg | 5000 | 1.9 | 9,500 |
| 39 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 412.5 | 219.75 | 90,646.88 |
| 40 | 15 mm to 40 mm nominal bore | Metre | 120 | 124.1 | 14,892 |
| 41 | Up to 600 mm diameter | Metre | 600 | 574.85 | 3,44,910 |
| 42 | Above 600 mm diameter | Metre | 150 | 1,447.6 | 2,17,140 |
| 43 | 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 | 3600 | 219.35 | 7,89,660 |
| 44 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in- Charge. | Sqm | 1000 | 2,617.15 | 26,17,150 |
| 45 | 50 mm dia nominal bore | Metre | 2500 | 893.2 | 22,33,000 |
| 46 | 20 mm dia nominal bore | Metre | 875 | 315.35 | 2,75,931.25 |
| 47 | 80 mm dia nominal bore | Metre | 225 | 919.1 | 2,06,797.5 |
| 48 | 50 to 80 mm nominal bore | Each | 6 | 1,513.7 | 9,082.2 |
| 49 | 50 mm nominal bore | Each | 6 | 878.25 | 5,269.5 |
| 50 | 50 mm nominal bore | Each | 6 | 706.7 | 4,240.2 |
| 51 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 15 | 11,687.1 | 1,75,306.5 |
| 52 | Circular shape 560 mm internal dia | Each | 94 | 1,882.2 | 1,76,926.8 |
| 53 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 15 | 28,029.15 | 4,20,437.25 |
| 54 | 450 mm dia RCC pipes. | Metre | 1340 | 2,720 | 36,44,800 |
| 55 | 600 mm dia RCC pipes. | Metre | 400 | 3,519.85 | 14,07,940 |
| 56 | 1200 mm dia RCC pipes. (Laying by manual/ machanical means) | Metre | 850 | 9,871.25 | 83,90,562.5 |
| 57 | 300 mm dia | Metre | 340 | 592.05 | 2,01,297 |
| 58 | 300 mm dia | Metre | 510 | 690.7 | 3,52,257 |
| 59 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | Each | 5400 | 1,213.25 | 65,51,550 |
| 60 | 200 mm nominal size dia having minimum wall thickness 5.40 mm | Metre | 450 | 2,082.1 | 9,36,945 |
| 61 | Concrete grade M-35 (Cement content 370 kgs) | cum | 150 | 19,488.05 | 29,23,207.5 |
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