Loading
Loading…
Loading…
Tender Value
₹94.1 L
EMD Value
₹1.9 L
Closing Date
29 Dec 2025, 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.
ADEN/HQ/II section:- Jaipur-Upgradation of Laundry,Jaipur.
ENGG-JP-2025-26-137~NWR
ENGG-JP-2025-26-137
Open
Works - General
12 Months
Jaipur, Rajasthan
₹0
₹1.9 L
29 Dec 2025
3 Dec 2025
15 Dec 2025
105 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | Sqm | 250 | 107 | 26,750 |
| 2 | All kinds of soil. | cum | 250 | 286.85 | 71,712.5 |
| 3 | Depth exceeding 3 m but not exceeding 4.5 m | Sqm | 100 | 64.3 | 6,430 |
| 4 | 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 | 125 | 253.95 | 31,743.75 |
| 5 | All kinds of soil | cum | 200 | 104.5 | 20,900 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 120 | 2,161.2 | 2,59,344 |
| 7 | Chlorpyriphos emulsifiable concentrate of 20% | Litre | 60 | 200.9 | 12,054 |
| 8 | With Chlorpyriphos E.C. 20% with 1% concentration | Metre | 100 | 32.3 | 3,230 |
| 9 | With Chlorpyriphos E.C. 20% with 1% concentration | Sqm | 100 | 256.15 | 25,615 |
| 10 | 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 |
| 11 | 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 | 80 | 6,326.05 | 5,06,084 |
| 12 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth | Sqm | 50 | 631.25 | 31,562.5 |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 200 | 307.95 | 61,590 |
| 14 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 350 | 669.55 | 2,34,342.5 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 250 | 766.55 | 1,91,637.5 |
| 16 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 150 | 608.35 | 91,252.5 |
| 17 | Under 20 cm wide | Metre | 15 | 181.9 | 2,728.5 |
| 18 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 20 | 814.95 | 16,299 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 6000 | 89.65 | 5,37,900 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 7000 | 89.65 | 6,27,550 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 100 | 8,683.8 | 8,68,380 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 60 | 10,306.2 | 6,18,372 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 30 | 6,658.25 | 1,99,747.5 |
| 24 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 90 | 8,288.35 | 7,45,951.5 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 110 | 6,653.45 | 7,31,879.5 |
| 26 | Area of slab over 0.50 sqm | Sqm | 20 | 4,425.35 | 88,507 |
| 27 | 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 |
| 28 | Second class teak wood | cum | .4 | 1,31,576.95 | 52,630.78 |
| 29 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 10 | 2,818.5 | 28,185 |
| 30 | 25 mm dia | Metre | 20 | 482.3 | 9,646 |
| 31 | 300x16 mm | Each | 10 | 180.55 | 1,805.5 |
| 32 | 250x10 mm | Each | 10 | 74.65 | 746.5 |
| 33 | 125 mm | Each | 20 | 35.2 | 704 |
| 34 | 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 |
| 35 | 30 mm thick plain PVC door shutters | Sqm | 10 | 2,455.1 | 24,551 |
| 36 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). | Sqm | 20 | 10,030.3 | 2,00,606 |
| 37 | 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 | 12000 | 111.95 | 13,43,400 |
| 38 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 15 | 3,008.8 | 45,132 |
| 39 | Exceeding 16.80 sqm in area | Sqm | 15 | 1,108.7 | 16,630.5 |
| 40 | 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 | 100 | 175.65 | 17,565 |
| 41 | Hot finished welded type tubes | Kg | 12000 | 154.9 | 18,58,800 |
| 42 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 600 | 88.5 | 53,100 |
| 43 | 4.0 mm thick glass panes (weight not less than 10 kg/sqm) | Sqm | 20 | 940.3 | 18,806 |
| 44 | 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 | 500 | 103.7 | 51,850 |
| 45 | 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 | 200 | 928.65 | 1,85,730 |
| 46 | 25 mm thick | Sqm | 250 | 1,706.6 | 4,26,650 |
| 47 | 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 | 20 | 2,038.55 | 40,771 |
| 48 | 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 |
| 49 | Size of Tile 600x600 mm | Sqm | 120 | 1,416.65 | 1,69,998 |
| 50 | 1.60 mm thick with zinc coating not less than 350 gm/sqm | Metre | 240 | 1,370.4 | 3,28,896 |
| 51 | 110 mm diameter | Metre | 500 | 319.75 | 1,59,875 |
| 52 | 110 mm bend | Each | 25 | 132 | 3,300 |
| 53 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 240 | 1,179.25 | 2,83,020 |
| 54 | 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 | 300 | 671.55 | 2,01,465 |
| 55 | Ridges plain (500 - 600mm) | Metre | 120 | 450.6 | 54,072 |
| 56 | 1:4 (1 cement: 4 fine sand) | Sqm | 500 | 402.15 | 2,01,075 |
| 57 | 1:6 (1 cement: 6 coarse sand) | Sqm | 600 | 294.35 | 1,76,610 |
| 58 | 1:6 (1 cement: 6 coarse sand) | Sqm | 400 | 339.1 | 1,35,640 |
| 59 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 1450 | 162.55 | 2,35,697.5 |
| 60 | 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 | 1450 | 162.35 | 2,35,407.5 |
| 61 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 50 | 191.4 | 9,570 |
| 62 | 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 | 2500 | 123.85 | 3,09,625 |
| 63 | Old work (one or more coats) | Sqm | 2000 | 56.8 | 1,13,600 |
| 64 | One or more coats on old work | Sqm | 2000 | 90.85 | 1,81,700 |
| 65 | One or more coats on old work | Sqm | 800 | 86.55 | 69,240 |
| 66 | One or more coats on old work | Sqm | 200 | 77.05 | 15,410 |
| 67 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 10 | 2,007.1 | 20,071 |
| 68 | In cement mortar | cum | 5 | 1,698.45 | 8,492.25 |
| 69 | In cement mortar | cum | 5 | 2,027.1 | 10,135.5 |
| 70 | Of area 3 sq. metres and below | Each | 20 | 302.7 | 6,054 |
| 71 | Channels, angles, tees and flats | Kg | 2000 | 1.9 | 3,800 |
| 72 | For thickness of tiles 10 mm to 25 mm | Sqm | 50 | 60.5 | 3,025 |
| 73 | G.S. Sheet | Sqm | 100 | 136 | 13,600 |
| 74 | 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 | 100 | 219.35 | 21,935 |
| 75 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 2 | 5,781.35 | 11,562.7 |
| 76 | Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern | Each | 5 | 15,115.4 | 75,577 |
| 77 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 2 | 2,275 | 4,550 |
| 78 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. | Each | 2 | 131.65 | 263.3 |
| 79 | 15 mm nominal dia Pipes | Metre | 150 | 255.9 | 38,385 |
| 80 | 20 mm nominal dia Pipes | Metre | 150 | 325.1 | 48,765 |
| 81 | 15 mm nominal dia Pipes | Metre | 200 | 221.35 | 44,270 |
| 82 | 25 mm nominal dia Pipes | Metre | 200 | 370.65 | 74,130 |
| 83 | 50 mm nominal dia Pipes | Metre | 50 | 811.85 | 40,592.5 |
| 84 | 80 mm nominal dia Pipes | Metre | 200 | 1,990.4 | 3,98,080 |
| 85 | 25 mm dia nominal bore | Metre | 50 | 491.2 | 24,560 |
| 86 | 25 to 40 mm nominal bore | Each | 5 | 757.1 | 3,785.5 |
| 87 | 50 to 80 mm nominal bore | Each | 5 | 1,513.7 | 7,568.5 |
| 88 | 15 mm nominal bore | Each | 6 | 303.85 | 1,823.1 |
| 89 | 25 mm nominal bore | Each | 10 | 532.35 | 5,323.5 |
| 90 | 50 mm nominal bore | Each | 10 | 878.25 | 8,782.5 |
| 91 | 15 mm nominal bore | Each | 5 | 348.85 | 1,744.25 |
| 92 | 25 mm nominal bore | Each | 5 | 399.15 | 1,995.75 |
| 93 | Horizontal | Each | 2 | 1,173.65 | 2,347.3 |
| 94 | 15 mm nominal bore | Each | 4 | 85.2 | 340.8 |
| 95 | 25 mm nominal bore | Each | 5 | 369.35 | 1,846.75 |
| 96 | 50 mm nominal bore | Each | 5 | 706.7 | 3,533.5 |
| 97 | 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 | 20000 | 9.7 | 1,94,000 |
| 98 | Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. | Each | 10 | 377.1 | 3,771 |
| 99 | 150 mm diameter | Metre | 100 | 591.4 | 59,140 |
| 100 | 300 mm diameter | Metre | 50 | 96.65 | 4,832.5 |
| 101 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 2 | 28,029.15 | 56,058.3 |
| 102 | 450 mm dia RCC pipes. | Metre | 100 | 2,385.5 | 2,38,550 |
| 103 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 80 | 433.95 | 34,716 |
| 104 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 80 | 531.8 | 42,544 |
| 105 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 120 | 1,019.8 | 1,22,376 |
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .