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Tender Value
₹3.9 Cr
EMD Value
₹7.8 L
Closing Date
20 May 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 · 4 needing a document upload
10.2.Financial Eligibility Criteria: 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.
10.1Technical Eligibility Criteria: (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 notarized, 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 works 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.
ADEN-FL Sub Division ;- Construction of New PWI & IOW office in Railway colony Phulera and AT Power Supply CLS room for HABD Installation at Phulera.
ENGG-JP-2026-27-33
ENGG-JP-2026-27-33
Open
Works - General
12 Months
Jaipur, Rajasthan
₹0
₹7.8 L
20 May 2026
24 Apr 2026
6 May 2026
108 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1200 | 177.5 | 2,13,000 |
| 2 | All kinds of soil. | cum | 45 | 260.3 | 11,713.5 |
| 3 | 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 | 520 | 196 | 1,01,920 |
| 4 | 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 | 500 | 700.5 | 3,50,250 |
| 5 | 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 | 5000 | 17.6 | 88,000 |
| 6 | 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 | 70 | 8,340.85 | 5,83,859.5 |
| 7 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 12 | 7,178.75 | 86,145 |
| 8 | 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 | 350 | 6,812 | 23,84,200 |
| 9 | Foundations, footings, bases for columns | Sqm | 60 | 392.15 | 23,529 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 300 | 392.15 | 1,17,645 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 525 | 927.25 | 4,86,806.25 |
| 12 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 620 | 736.4 | 4,56,568 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 280 | 961.3 | 2,69,164 |
| 14 | Stairs, (excluding landings) except spiral- staircases | Sqm | 50 | 764.95 | 38,247.5 |
| 15 | Under 20 cm wide | Metre | 10 | 208.55 | 2,085.5 |
| 16 | Above 20 cm wide | Sqm | 10 | 879.05 | 8,790.5 |
| 17 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the 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 | 1 | 20,355.8 | 20,355.8 |
| 18 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 20200 | 107.85 | 21,78,570 |
| 19 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 25500 | 107.85 | 27,50,175 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 153 | 9,504.75 | 14,54,226.75 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 255 | 9,860.4 | 25,14,402 |
| 22 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 150 | 733.5 | 1,10,025 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 5 | 7,132.25 | 35,661.25 |
| 24 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 300 | 9,344.35 | 28,03,305 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 20 | 9,105.95 | 1,82,119 |
| 26 | Cement mortar 1:3 (1 cement :3 coarse sand) | Sqm | 100 | 1,150.5 | 1,15,050 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 415 | 7,311.25 | 30,34,168.75 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 9,275.45 | 4,63,772.5 |
| 29 | Red sand stone | cum | 2 | 94,463 | 1,88,926 |
| 30 | Red sand stone | cum | 5 | 93,741.1 | 4,68,705.5 |
| 31 | Red sand stone | Sqm | 70 | 14,931.55 | 10,45,208.5 |
| 32 | Area of slab over 0.50 sqm | Sqm | 120 | 5,136.3 | 6,16,356 |
| 33 | Granite work | Metre | 250 | 510.95 | 1,27,737.5 |
| 34 | 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 | 300 | 1,267.95 | 3,80,385 |
| 35 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 50 | 3,167.95 | 1,58,397.5 |
| 36 | On one side only | Sqm | 50 | 478 | 23,900 |
| 37 | Second class teak wood | Sqm | 20 | 4,326.8 | 86,536 |
| 38 | Fixed to steel windows by welding | Kg | 400 | 219.1 | 87,640 |
| 39 | With 12 mm mild steel U beading | Sqm | 40 | 939.2 | 37,568 |
| 40 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 16 | 121.65 | 1,946.4 |
| 41 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 4 | 983.15 | 3,932.6 |
| 42 | 125x75x4 mm | Each | 16 | 150.1 | 2,401.6 |
| 43 | 250x16 mm | Each | 20 | 260.6 | 5,212 |
| 44 | Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws bolts, nut and washers etc. complete. | Each | 8 | 100.8 | 806.4 |
| 45 | 125 mm | Each | 20 | 66.25 | 1,325 |
| 46 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm 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 | 20 | 492.7 | 9,854 |
| 47 | 30 mm thick plain PVC door shutters | Sqm | 12 | 3,182.95 | 38,195.4 |
| 48 | 30 mm thick pre laminated PVC door shutters | Sqm | 3 | 3,663.8 | 10,991.4 |
| 49 | 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 | 5500 | 133.7 | 7,35,350 |
| 50 | Hot finished welded type tubes | Kg | 5500 | 194.4 | 10,69,200 |
| 51 | 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 | 1 | 220.65 | 220.65 |
| 52 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 100 | 172.6 | 17,260 |
| 53 | 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 | 10 | 772.4 | 7,724 |
| 54 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 30 | 614.2 | 18,426 |
| 55 | 25 mm thick | Sqm | 225 | 1,948.25 | 4,38,356.25 |
| 56 | 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 | 60 | 2,354.7 | 1,41,282 |
| 57 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as 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 pigment etc., complete. | Sqm | 90 | 1,096.55 | 98,689.5 |
| 58 | Size of Tile 600x600 mm | Sqm | 350 | 1,553.45 | 5,43,707.5 |
| 59 | In 75x75 mm deep chase | Metre | 130 | 305.15 | 39,669.5 |
| 60 | 40 to 50 mm thick | Sqm | 50 | 1,138.2 | 56,910 |
| 61 | 75 mm diameter | Metre | 40 | 248.8 | 9,952 |
| 62 | 110 mm diameter | Metre | 360 | 377.4 | 1,35,864 |
| 63 | 110 mm | Each | 4 | 136.15 | 544.6 |
| 64 | 110 mm | Each | 2 | 127.6 | 255.2 |
| 65 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 120 | 1,529.1 | 1,83,492 |
| 66 | 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 | 250 | 738.65 | 1,84,662.5 |
| 67 | 1:4 (1 cement: 4 fine sand) | Sqm | 8000 | 471.35 | 37,70,800 |
| 68 | 1:6 (1 cement: 6 fine sand) | Sqm | 150 | 450 | 67,500 |
| 69 | 1:4 (1 cement: 4 coarse sand) | Sqm | 20 | 357.35 | 7,147 |
| 70 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 150 | 262.7 | 39,405 |
| 71 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 8150 | 193.7 | 15,78,655 |
| 72 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 500 | 176.25 | 88,125 |
| 73 | 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 | 8000 | 156.05 | 12,48,400 |
| 74 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 50 | 2,434.25 | 1,21,712.5 |
| 75 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 50 | 1,503.6 | 75,180 |
| 76 | In cement mortar | cum | 80 | 2,060.2 | 1,64,816 |
| 77 | In cement mortar | cum | 75 | 2,458.95 | 1,84,421.25 |
| 78 | 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 | 550 | 263.95 | 1,45,172.5 |
| 79 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 960 | 218.9 | 2,10,144 |
| 80 | 90 mm to 45 mm size stone aggregate | cum | 80 | 2,098.4 | 1,67,872 |
| 81 | 63 mm to 45 mm size stone aggregate | cum | 120 | 1,636.05 | 1,96,326 |
| 82 | Stone screening 13.2 mm nominal size (Type A) | cum | 32 | 2,034.35 | 65,099.2 |
| 83 | Moorum | cum | 32 | 768.25 | 24,584 |
| 84 | 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 | 10 | 972 | 9,720 |
| 85 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 5 | 6,767.4 | 33,837 |
| 86 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 4 | 6,515.55 | 26,062.2 |
| 87 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 5 | 6,258.75 | 31,293.75 |
| 88 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 8 | 1,879.2 | 15,033.6 |
| 89 | Rectangular shape 453x357 mm | Each | 8 | 1,361.8 | 10,894.4 |
| 90 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 80 | 450.95 | 36,076 |
| 91 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 120 | 1,301.35 | 1,56,162 |
| 92 | 15 mm nominal dia Pipes | Metre | 60 | 286.8 | 17,208 |
| 93 | 25 mm nominal dia Pipes | Metre | 80 | 401.55 | 32,124 |
| 94 | 15 mm nominal dia Pipes | Metre | 200 | 497.8 | 99,560 |
| 95 | 25 mm nominal dia Pipes | Metre | 120 | 627.25 | 75,270 |
| 96 | 20 mm nominal dia Pipes | Metre | 200 | 274.3 | 54,860 |
| 97 | 25 mm nominal dia Pipes | Metre | 120 | 355.4 | 42,648 |
| 98 | 15 mm nominal bore | Each | 20 | 353.25 | 7,065 |
| 99 | 15 mm nominal bore | Each | 16 | 353.25 | 5,652 |
| 100 | 25 mm nominal bore | Each | 12 | 622.4 | 7,468.8 |
| 101 | 50 mm nominal bore | Each | 8 | 1,026.65 | 8,213.2 |
| 102 | 25 mm nominal bore | Each | 12 | 464.05 | 5,568.6 |
| 103 | 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. | Per Litre | 15000 | 11 | 1,65,000 |
| 104 | 300 mm dia. R.C.C. pipe | Metre | 100 | 994.3 | 99,430 |
| 105 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 150 | 495.05 | 74,257.5 |
| 106 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 75 | 598.6 | 44,895 |
| 107 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 30 | 1,115.4 | 33,462 |
| 108 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 35 | 1,176.8 | 41,188 |
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