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Tender Value
₹3.9 Cr
EMD Value
₹7.9 L
Closing Date
30 Apr 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
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)(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: 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)(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 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: 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 fulfilment 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. Organisation, 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 which includes building 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.
Construction of tool room cum rest room for on duty gang staff at various locations in the jurisdiction of Sr. DEN(N)/Jaipur.
ENGG-JP-2026-27-18
ENGG-JP-2026-27-18
Open
Works - General
12 Months
Jaipur, Rajasthan
₹0
₹7.9 L
30 Apr 2026
6 Apr 2026
16 Apr 2026
58 items across 1 schedule · ₹6,35,80,030.45 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 2070 | 286.85 | 5,93,779.5 |
| 2 | 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 | 1380 | 253.95 | 3,50,451 |
| 3 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 1610 | 368.65 | 5,93,526.5 |
| 4 | 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 | 690 | 6,326.05 | 43,64,974.5 |
| 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 | 46 | 9,375.2 | 4,31,259.2 |
| 6 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 2070 | 766.55 | 15,86,758.5 |
| 7 | Shelves (Cast in situ) | Sqm | 184 | 766.55 | 1,41,045.2 |
| 8 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 1150 | 608.35 | 6,99,602.5 |
| 9 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 184 | 814.95 | 1,49,950.8 |
| 10 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 9200 | 89.65 | 8,24,780 |
| 11 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 36800 | 89.65 | 32,99,120 |
| 12 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 92 | 8,683.8 | 7,98,909.6 |
| 13 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 391 | 10,306.2 | 40,29,724.2 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 345 | 6,658.25 | 22,97,096.25 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1150 | 8,288.35 | 95,31,602.5 |
| 16 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 345 | 1,018.05 | 3,51,227.25 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 2047 | 6,653.45 | 1,36,19,612.15 |
| 18 | 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 | 1150 | 1,063.45 | 12,22,967.5 |
| 19 | Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screws | Sqm | 69 | 3,918.85 | 2,70,400.65 |
| 20 | 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 | 460 | 408.25 | 1,87,795 |
| 21 | 30 mm thick plain PVC door shutters | Sqm | 184 | 2,455.1 | 4,51,738.4 |
| 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 | 23000 | 111.95 | 25,74,850 |
| 23 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 230 | 4,781.15 | 10,99,664.5 |
| 24 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | Kg | 9200 | 69.35 | 6,38,020 |
| 25 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each | 138 | 185.2 | 25,557.6 |
| 26 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 4600 | 142.3 | 6,54,580 |
| 27 | 4.0 mm thick glass panes (weight not less than 10 kg/sqm) | Sqm | 368 | 940.3 | 3,46,030.4 |
| 28 | 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 | 1380 | 103.7 | 1,43,106 |
| 29 | 25 mm thick | Sqm | 1150 | 1,706.6 | 19,62,590 |
| 30 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 115 | 2,038.55 | 2,34,433.25 |
| 31 | 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 | 184 | 1,225.1 | 2,25,418.4 |
| 32 | 1:6 (1 cement: 6 fine sand) | Sqm | 5980 | 382.1 | 22,84,958 |
| 33 | 1:6 (1 cement: 6 coarse sand) | Sqm | 4600 | 294.35 | 13,54,010 |
| 34 | New work (two or more coats) with a base coat of whiting | Sqm | 5980 | 43.8 | 2,61,924 |
| 35 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 4600 | 162.55 | 7,47,730 |
| 36 | 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 | 2300 | 140.05 | 3,22,115 |
| 37 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 575 | 951 | 5,46,825 |
| 38 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 46 | 5,781.35 | 2,65,942.1 |
| 39 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 23 | 10,128.3 | 2,32,950.9 |
| 40 | White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap | Each | 23 | 1,318.35 | 30,322.05 |
| 41 | 10 litre capacity - White | Each | 46 | 1,023.05 | 47,060.3 |
| 42 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 23 | 1,411.15 | 32,456.45 |
| 43 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 920 | 1,077.4 | 9,91,208 |
| 44 | Hubless centrifugally cast (spun) i r o n pipes epoxy coated inside & outside IS:15905 | Each | 115 | 346.05 | 39,795.75 |
| 45 | Sand cast iron S&S as per IS - 1729 | Each | 69 | 671.2 | 46,312.8 |
| 46 | With 100 mm dia | Each | 46 | 627.05 | 28,844.3 |
| 47 | Sand cast iron S&S as per IS - 1729 | Each | 46 | 392.9 | 18,073.4 |
| 48 | Sand cast iron S&S as per IS: 3989 | Each | 69 | 1,604.1 | 1,10,682.9 |
| 49 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 23 | 600.35 | 13,808.05 |
| 50 | 15 mm dia nominal bore | Metre | 920 | 485.2 | 4,46,384 |
| 51 | 25 mm dia nominal bore | Metre | 460 | 417.95 | 1,92,257 |
| 52 | 50 mm dia nominal bore | Metre | 1380 | 654.2 | 9,02,796 |
| 53 | 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 | 23000 | 9.7 | 2,23,100 |
| 54 | 15 mm nominal bore | Each | 115 | 715.05 | 82,230.75 |
| 55 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 69 | 103.15 | 7,117.35 |
| 56 | 100 mm diameter | Metre | 345 | 375.75 | 1,29,633.75 |
| 57 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 69 | 5,589.45 | 3,85,672.05 |
| 58 | Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. | Each | 46 | 2,940.2 | 1,35,249.2 |
| Schedule total | ₹6,35,80,030.45 | ||||
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