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Tender Value
Refer Docs
EMD Value
₹7.7 L
Closing Date
30 Jan 2026, 3:30 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
Above/Below/Par
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. 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 atleast 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 Engg 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.
Dy. CE (GSU) JP Div.: Rebuilding of washing pit line and balance work of covering shed in JP yard.
GSU-ENGG-JP-2025-26-13~NWR
GSU-ENGG-JP-2025-26-13
Open
Works - General
6 Months
Jaipur, Rajasthan
₹0
₹7.7 L
30 Jan 2026
10 Jan 2026
16 Jan 2026
107 items across 2 schedules · ₹8,78,830.01 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 50 | 411.3 | 20,565 |
| 2 | All kinds of soil | cum | 7610 | 205.45 | 15,63,474.5 |
| 3 | All kinds of soil. | cum | 50 | 286.85 | 14,342.5 |
| 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 | 720 | 253.95 | 1,82,844 |
| 5 | All kinds of soil | cum | 1200 | 104.5 | 1,25,400 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 365 | 2,161.2 | 7,88,838 |
| 7 | 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 | 120 | 7,783.65 | 9,34,038 |
| 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 | 710 | 7,365.15 | 52,29,256.5 |
| 9 | 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 | 170 | 6,833.4 | 11,61,678 |
| 10 | 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 | 45 | 6,326.05 | 2,84,672.25 |
| 11 | Foundations, footings, bases for columns | Sqm | 180 | 307.95 | 55,431 |
| 12 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 450 | 370.85 | 1,66,882.5 |
| 13 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. | Sqm | 450 | 113.85 | 51,232.5 |
| 14 | Concrete of M15 grade with minimum cement content of 240 kg /cum | cum | 15 | 8,174.75 | 1,22,621.25 |
| 15 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 40 | 8,387.15 | 3,35,486 |
| 16 | 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 | 150 | 8,364.2 | 12,54,630 |
| 17 | 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 | 135 | 10,185.05 | 13,74,981.75 |
| 18 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 2500 | 307.95 | 7,69,875 |
| 19 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 1500 | 669.55 | 10,04,325 |
| 20 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 3520 | 766.55 | 26,98,256 |
| 21 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 3975 | 608.35 | 24,18,191.25 |
| 22 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 4000 | 804.25 | 32,17,000 |
| 23 | 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 | 75 | 9,673.5 | 7,25,512.5 |
| 24 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in lintels, beams and bressumers, including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering and shuttering 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 | 3 | 12,321.25 | 36,963.75 |
| 25 | Providing, 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 | 17 | 18,644.6 | 3,16,958.2 |
| 26 | 50 mm thick | Sqm | 225 | 1,580.9 | 3,55,702.5 |
| 27 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 485300 | 89.65 | 4,35,07,145 |
| 28 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 40200 | 89.65 | 36,03,930 |
| 29 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 2885 | 8,825.35 | 2,54,61,134.75 |
| 30 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 50 | 10,306.2 | 5,15,310 |
| 31 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 200 | 10,477.75 | 20,95,550 |
| 32 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 20 | 688.45 | 13,769 |
| 33 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 40 | 6,882 | 2,75,280 |
| 34 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 600 | 6,658.25 | 39,94,950 |
| 35 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 60 | 8,288.35 | 4,97,301 |
| 36 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 150 | 837.85 | 1,25,677.5 |
| 37 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 150 | 1,018.05 | 1,52,707.5 |
| 38 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 125 | 6,653.45 | 8,31,681.25 |
| 39 | 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 | 70975 | 111.95 | 79,45,651.25 |
| 40 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 12 | 4,781.15 | 57,373.8 |
| 41 | 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 | 1375 | 175.65 | 2,41,518.75 |
| 42 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 100 | 444.5 | 44,450 |
| 43 | Hot finished welded type tubes | Kg | 220000 | 154.9 | 3,40,78,000 |
| 44 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 10 | 185.95 | 1,859.5 |
| 45 | 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 | 40 | 185.2 | 7,408 |
| 46 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 15800 | 88.5 | 13,98,300 |
| 47 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 6850 | 102.25 | 7,00,412.5 |
| 48 | 4.0 mm thick glass panes (weight not less than 10 kg/sqm) | Sqm | 50 | 940.3 | 47,015 |
| 49 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 1000 | 545 | 5,45,000 |
| 50 | 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 | 1200 | 928.65 | 11,14,380 |
| 51 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 50 | 7,958.65 | 3,97,932.5 |
| 52 | In 75x75 mm deep chase | Metre | 200 | 260.2 | 52,040 |
| 53 | 40 to 50 mm thick | Sqm | 800 | 907.95 | 7,26,360 |
| 54 | 100 mm diameter | Each | 110 | 308.45 | 33,929.5 |
| 55 | 110 mm diameter | Metre | 160 | 319.75 | 51,160 |
| 56 | 110 mm bend | Each | 40 | 132 | 5,280 |
| 57 | 110 mm | Each | 160 | 309.5 | 49,520 |
| 58 | 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 | 2600 | 671.55 | 17,46,030 |
| 59 | 1:4 (1 cement: 4 fine sand) | Sqm | 500 | 294.85 | 1,47,425 |
| 60 | 1:6 (1 cement: 6 fine sand) | Sqm | 860 | 382.1 | 3,28,606 |
| 61 | 1:6 (1 cement: 6 coarse sand) | Sqm | 20 | 294.35 | 5,887 |
| 62 | 1:6 (1 cement: 6 coarse sand) | Sqm | 20 | 339.1 | 6,782 |
| 63 | New work (three or more coats) | Sqm | 860 | 32.45 | 27,907 |
| 64 | New work (two or more coats) with a base coat of whiting | Sqm | 860 | 43.8 | 37,668 |
| 65 | Two or more coats on new work | Sqm | 4000 | 131.45 | 5,25,800 |
| 66 | Two or more coats on new work | Sqm | 2500 | 121.45 | 3,03,625 |
| 67 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 875 | 2,007.1 | 17,56,212.5 |
| 68 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 1400 | 2,928.1 | 40,99,340 |
| 69 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. | Sqm | 800 | 947.1 | 7,57,680 |
| 70 | In lime mortar with old mughal bricks | cum | 150 | 1,470 | 2,20,500 |
| 71 | Channels, angles, tees and flats | Kg | 2500 | 1.9 | 4,750 |
| 72 | For thickness of tiles above 25 mm and up to 40 mm | Sqm | 1500 | 93.4 | 1,40,100 |
| 73 | Above 40 mm nominal bore | Metre | 1500 | 134.25 | 2,01,375 |
| 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 | 4000 | 219.35 | 8,77,400 |
| 75 | 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 earthwith lead upto 50 metres. | Sqm | 750 | 180.5 | 1,35,375 |
| 76 | Cement concrete prepared with batch mixing machine | cum | 160 | 9,492.9 | 15,18,864 |
| 77 | Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site. | cum | 865 | 1,060.8 | 9,17,592 |
| 78 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. | cum | 1225 | 2,803.65 | 34,34,471.25 |
| 79 | 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 | 700 | 2,617.15 | 18,32,005 |
| 80 | 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 |
| 81 | 15 mm nominal dia Pipes | Metre | 35 | 255.9 | 8,956.5 |
| 82 | 25 mm nominal dia Pipes | Metre | 50 | 408.55 | 20,427.5 |
| 83 | 25 mm dia nominal bore | Metre | 60 | 491.2 | 29,472 |
| 84 | 50 mm dia nominal bore | Metre | 1500 | 654.2 | 9,81,300 |
| 85 | 80 mm dia nominal bore | Metre | 850 | 919.1 | 7,81,235 |
| 86 | 15 mm nominal bore | Each | 2 | 303.85 | 607.7 |
| 87 | 15 mm nominal bore | Each | 2 | 303.85 | 607.7 |
| 88 | 25 mm nominal bore | Each | 602 | 532.35 | 3,20,474.7 |
| 89 | 250 mm dia. R.C.C. pipe | Metre | 800 | 811.15 | 6,48,920 |
| 90 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 13 | 1,325.55 | 17,232.15 |
| 91 | 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 @ 0.488 kg/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 than 10 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 | 500 | 585.55 | 2,92,775 |
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