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Tender Value
₹1.8 Cr
EMD Value
₹3.7 L
Closing Date
8 May 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.
Provision for aluminium in rooms ,female staff room ,water sump for improvement of water supply and other misc works in running room at BKI and RE
ENGG-JP-2026-27-25
ENGG-JP-2026-27-25
Open
Works - General
6 Months
Jaipur, Rajasthan
₹0
₹3.7 L
8 May 2026
16 Apr 2026
24 Apr 2026
87 items across 1 schedule · ₹1,74,85,931.99 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 150 | 177.5 | 26,625 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 150 | 196 | 29,400 |
| 3 | All kinds of soil | Sqm | 3000 | 34.15 | 1,02,450 |
| 4 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 3000 | 17.6 | 52,800 |
| 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 | 7,878.5 | 1,57,570 |
| 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 | 10 | 7,294.7 | 72,947 |
| 7 | 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 | 4.8 | 10,357.55 | 49,716.24 |
| 8 | 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 | 4.8 | 9,895.2 | 47,496.96 |
| 9 | cum | 12 | 11,505.5 | 1,38,066 | |
| 10 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 4000 | 107.85 | 4,31,400 |
| 11 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). | Sqm | 100 | 300.45 | 30,045 |
| 12 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10 | 9,105.95 | 91,059.5 |
| 13 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 120 | 1,123.8 | 1,34,856 |
| 14 | Red sand stone | cum | 3 | 93,741.1 | 2,81,223.3 |
| 15 | 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 | 150 | 1,267.95 | 1,90,192.5 |
| 16 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 25 | 2,172.1 | 54,302.5 |
| 17 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 25 | 462.35 | 11,558.75 |
| 18 | Kiln seasoned selected class of sheesham wood | Sqm | 30 | 4,111.7 | 1,23,351 |
| 19 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1000 | 238.35 | 2,38,350 |
| 20 | With 2nd class teak wood beading 62X19 mm | Sqm | 30 | 1,308.35 | 39,250.5 |
| 21 | Providing and fixing ISI marked 85x42 mm oxidised M.S. pull bolt lock conforming to IS : 7534 with necessary screws bolts, nut and washers etc. complete (Copper oxidised as per IS 1378). | Each | 30 | 122.15 | 3,664.5 |
| 22 | Providing and fixing factory made door frame (single rebate) made out of solid foam PVC extruded profile of minimum 60 mm width and minimum 30 mm thickness, having homogenous fine cellular structure and integral smooth outer skin. The frame's vertical and horizontal members to be mitered cut and joined together with PVC solvent adhesive / cement and both corners strengthened with fully threaded steel screws (of required size) fixed diagonally. The door frame is to be fixed to door jambs using 6 Nos. SS 304 grade minimum 8 mm dia CSK Phillips stainless steel self tapping screws/fasteners with PA6 grade polyamide sleeves both of required size, and gap if any between the door frame and the jamb must be filled with clear silicon, complete as per direction of the Engineer-in-Charge. | Metre | 50 | 696 | 34,800 |
| 23 | 5 mm thick solid foam PVC panel of required size with moulded/ extruded beading of appropriate design shape and size as per manufacturer's specifications ( to secure the panel insert tight in place within the style and rails of shutter) matching the colour and shade of shutter frame. Decorative type. | Sqm | 20 | 4,138.35 | 82,767 |
| 24 | 1.0 mm thick | Sqm | 60 | 897.3 | 53,838 |
| 25 | 100mm | Each | 30 | 90.45 | 2,713.5 |
| 26 | Hot finished welded type tubes | Kg | 1600 | 194.4 | 3,11,040 |
| 27 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 10 | 8,595.15 | 85,951.5 |
| 28 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | Sqm | 480 | 83.85 | 40,248 |
| 29 | Ordinary cement without any pigment | Sqm | 1100 | 1,386.8 | 15,25,480 |
| 30 | 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 | 30 | 1,439.4 | 43,182 |
| 31 | Size of Tile 600x600 mm | Sqm | 600 | 1,553.45 | 9,32,070 |
| 32 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 50 | 4,481.3 | 2,24,065 |
| 33 | In 75x75 mm deep chase | Metre | 1440 | 305.15 | 4,39,416 |
| 34 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | Each | 48 | 298.25 | 14,316 |
| 35 | 110 mm diameter | Metre | 576 | 377.4 | 2,17,382.4 |
| 36 | 110 mm | Each | 48 | 136.15 | 6,535.2 |
| 37 | 110 mm | Each | 48 | 127.6 | 6,124.8 |
| 38 | 110x110x110 mm | Each | 48 | 234.15 | 11,239.2 |
| 39 | 110x110x110 mm | Each | 48 | 221.35 | 10,624.8 |
| 40 | 110 mm bend | Each | 192 | 150.35 | 28,867.2 |
| 41 | 110 mm Shoe | Each | 192 | 131.85 | 25,315.2 |
| 42 | 110 mm | Each | 288 | 371.3 | 1,06,934.4 |
| 43 | 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 | 96 | 738.65 | 70,910.4 |
| 44 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1000 | 343.65 | 3,43,650 |
| 45 | 1:6 (1 cement: 6 coarse sand) | Sqm | 3000 | 395.35 | 11,86,050 |
| 46 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1200 | 466.05 | 5,59,260 |
| 47 | Raised and cut pointing | Sqm | 1500 | 701.05 | 10,51,575 |
| 48 | 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 | 4000 | 156.05 | 6,24,200 |
| 49 | Old work (one or more coats) | Sqm | 6000 | 62.7 | 3,76,200 |
| 50 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 2000 | 25.15 | 50,300 |
| 51 | One or more coats on old work | Sqm | 300 | 102.8 | 30,840 |
| 52 | Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. | Sqm | 5000 | 112.9 | 5,64,500 |
| 53 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | Sqm | 2000 | 120.75 | 2,41,500 |
| 54 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 200 | 547.4 | 1,09,480 |
| 55 | Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. | Sqm | 200 | 72.45 | 14,490 |
| 56 | With F.P.S. brick tiles | Sqm | 200 | 137.7 | 27,540 |
| 57 | Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge. | Each | 36 | 433.75 | 15,615 |
| 58 | Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per direction of Engineer-in- charge. | Each | 144 | 288.1 | 41,486.4 |
| 59 | Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineer-in-Charge.(a) Internal Work- Exposed on wall | Metre | 216 | 3.25 | 702 |
| 60 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 216 | 2,434.25 | 5,25,798 |
| 61 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 36 | 1,503.6 | 54,129.6 |
| 62 | In lime mortar | cum | 48 | 1,158.1 | 55,588.8 |
| 63 | In cement mortar | cum | 48 | 2,458.95 | 1,18,029.6 |
| 64 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 2080 | 54.65 | 1,13,672 |
| 65 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1kilometre, as per direction of Engineer-in-charge. | cum | 4.68 | 420.8 | 1,969.34 |
| 66 | 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 | 600 | 263.95 | 1,58,370 |
| 67 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 10 | 6,515.55 | 65,155.5 |
| 68 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 10 | 2,301.75 | 23,017.5 |
| 69 | 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 | 5 | 1,550.6 | 7,753 |
| 70 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 20 | 349.15 | 6,983 |
| 71 | 20 mm nominal dia Pipes | Metre | 50 | 335 | 16,750 |
| 72 | 25 mm nominal dia Pipes | Metre | 150 | 401.55 | 60,232.5 |
| 73 | 20 mm nominal dia Pipes | Metre | 50 | 537.6 | 26,880 |
| 74 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 1500 | 530.9 | 7,96,350 |
| 75 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 1000 | 634.45 | 6,34,450 |
| 76 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 500 | 1,115.4 | 5,57,700 |
| 77 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 60 | 1,505.25 | 90,315 |
| 78 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | Kg | 300 | 638.35 | 1,91,505 |
| 79 | Upto 10 mm depth and 10 mm width | Metre | 150 | 200.95 | 30,142.5 |
| 80 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 2160 | 688.9 | 14,88,024 |
| 81 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 48 | 8,042.3 | 3,86,030.4 |
| 82 | Cement mortar 1:4 (1cement : 4 coarse sand) | cum | 10 | 15,155.6 | 1,51,556 |
| 83 | 25 mm average thickness | Sqm | 30 | 126.75 | 3,802.5 |
| 84 | Bars upto 12 mm diameter | Metre | 200 | 8.25 | 1,650 |
| 85 | Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make | Sqm | 120 | 285.2 | 34,224 |
| 86 | 12 mm average thickness. | Sqm | 70 | 388.65 | 27,205.5 |
| 87 | 25 mm average thickness in 2 layers. | Sqm | 70 | 587.35 | 41,114.5 |
| Schedule total | ₹1,74,85,931.99 | ||||
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