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Tender Value
₹10.7 Cr
EMD Value
₹21.4 L
Closing Date
21 Apr 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
CIVIL
14 conditions · 3 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is 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. (Refer details in tender document).
Definition of Similar Nature of Work:- Execution of Civil Engineering works comprising fabrication and erection of steel structural works (Other than P.Way works, horticulture works, road works, sanitation works, ballast supply and earthwork)
18 conditions · 5 needing a document upload
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.
To assist in the examination, evaluation & comparison and prequalification of the Tender, the Railway may, at its discretion, ask any Bidder for a clarification of its Bid. Any clarification submitted by a Bidder that is not in response to a request by the Railway shall not be entertained or considered. The Railway request for clarification and the response of the bidder in this regard shall be in writing. However, if a Bidder does not provide clarification of its bid by the date and time communicated in the Railway request for clarification, the bid shall be evaluated as per the documents submitted along with the bid.
Tenderer should comply with the provision of EPF&ESI Scheme as modified from time to time and should registered themselves with concerned authority or submit registration issued by authority concerned within 30 days from the date of issue of (LOA), otherwise no payment will be released.
Quoted Rates shall be inclusive of all statutory taxes like GST, building cess, any allowance, license fee, royalty charges etc. as legally leviable by State, Central Government and/or any other local body/authority.
The tenderer(s) should deposit payment of EPF/ESI with the authority concerned for the preceding month of the wages month irrespective of number of workers and upload on the IR Shramik Kalyan Portal.
Civil works for Modification In Existing Annexe with Addition Of (50Mx30M) In Existing Bay Of Loco Assembly Group Of Shops For Enhancing Loco Manufacturing Capacity Of PLW PATIALA for the year 2025-26.
T-37-2025-26
T-37-2025-26
Open
Works - General
15 Months
Patiala, Punjab
₹0
₹21.4 L
21 Apr 2026
30 Mar 2026
7 Apr 2026
105 items across 2 schedules · ₹23,50,017.7 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Beyond 20 km per addl. km | tonne- Km | 5000 | 9.05 | 45,250 |
| 2 | All kinds of soil | cum | 2000 | 205.45 | 4,10,900 |
| 3 | 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 | 2000 | 253.95 | 5,07,900 |
| 4 | All kinds of soil | cum | 600 | 104.5 | 62,700 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 400 | 2,161.2 | 8,64,480 |
| 6 | Beyond 30 cm girth upto and including 60 cm girth | Each | 5 | 439.25 | 2,196.25 |
| 7 | Beyond 60 cm girth upto and including 120 cm girth | Each | 5 | 1,957.15 | 9,785.75 |
| 8 | 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 | 700 | 7,783.65 | 54,48,555 |
| 9 | 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 | 1300 | 6,326.05 | 82,23,865 |
| 10 | 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 | 100 | 370.85 | 37,085 |
| 11 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | Per bag of cement of 50kg | 50 | 57.15 | 2,857.5 |
| 12 | 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 | 100 | 113.85 | 11,385 |
| 13 | 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 | 20 | 8,364.2 | 1,67,284 |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1000 | 307.95 | 3,07,950 |
| 15 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 600 | 669.55 | 4,01,730 |
| 16 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 50 | 766.55 | 38,327.5 |
| 17 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 300 | 608.35 | 1,82,505 |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 50 | 804.25 | 40,212.5 |
| 19 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 50 | 319.25 | 15,962.5 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 20000 | 89.65 | 17,93,000 |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 20000 | 89.65 | 17,93,000 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 275 | 8,683.8 | 23,88,045 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 300 | 10,306.2 | 30,91,860 |
| 24 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 160 | 688.45 | 1,10,152 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 150 | 6,658.25 | 9,98,737.5 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 550 | 8,288.35 | 45,58,592.5 |
| 27 | Area of slab over 0.50 sqm | Sqm | 5 | 4,425.35 | 22,126.75 |
| 28 | Each | 6 | 808.15 | 4,848.9 | |
| 29 | Granite Stone of approved shade | Sqm | 20 | 3,542.85 | 70,857 |
| 30 | 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 | 400 | 1,063.45 | 4,25,380 |
| 31 | 250x16 mm | Each | 12 | 234.9 | 2,818.8 |
| 32 | 150x10 mm | Each | 30 | 75.55 | 2,266.5 |
| 33 | 125 mm | Each | 30 | 60.05 | 1,801.5 |
| 34 | Twin rubber stopper | Each | 12 | 62.25 | 747 |
| 35 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 5000 | 93.05 | 4,65,250 |
| 36 | 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 | 440000 | 111.95 | 4,92,58,000 |
| 37 | Hot finished seamless type tubes | Kg | 1500 | 168.95 | 2,53,425 |
| 38 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 5500 | 88.5 | 4,86,750 |
| 39 | Providing and fixing bolts including nuts and washers complete. | Kg | 4500 | 140.15 | 6,30,675 |
| 40 | 1:6 (1cement : 6 coarse sand) | Sqm | 125 | 898.2 | 1,12,275 |
| 41 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 100 | 545 | 54,500 |
| 42 | Dark shade pigment using ordinary cement | Sqm | 200 | 983.95 | 1,96,790 |
| 43 | Providing and fixing 1st quality ceramic glazed floor 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 | 80 | 938.5 | 75,080 |
| 44 | Size of Tile 600x600 mm | Sqm | 1200 | 1,416.65 | 16,99,980 |
| 45 | With residual type petroleum bitumen of grade VG -10 | Sqm | 475 | 133.15 | 63,246.25 |
| 46 | With common burnt clay F.P.S.(non modular) brick tile of class designation 10 | Sqm | 450 | 905.8 | 4,07,610 |
| 47 | In 75x75 mm deep chase | Metre | 200 | 260.2 | 52,040 |
| 48 | 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 | 10 | 266.6 | 2,666 |
| 49 | 100 mm diameter | Each | 50 | 308.45 | 15,422.5 |
| 50 | 110 mm diameter | Metre | 100 | 319.75 | 31,975 |
| 51 | 110 mm bend | Each | 20 | 132 | 2,640 |
| 52 | 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 | 5000 | 671.55 | 33,57,750 |
| 53 | Ridges plain (500 - 600mm) | Metre | 70 | 450.6 | 31,542 |
| 54 | Gutter (600 mm over all girth) | Metre | 150 | 1,110.6 | 1,66,590 |
| 55 | GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. | Sqm | 500 | 1,746.25 | 8,73,125 |
| 56 | 1:6 (1 cement: 6 fine sand) | Sqm | 2000 | 282 | 5,64,000 |
| 57 | 1:6 (1 cement: 6 fine sand) | Sqm | 1000 | 324.3 | 3,24,300 |
| 58 | Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. | Sqm | 100 | 72.8 | 7,280 |
| 59 | New work (two or more coats) with a base coat of white washing with lime | Sqm | 100 | 44.25 | 4,425 |
| 60 | Water thinnable cement primer | Sqm | 100 | 64.45 | 6,445 |
| 61 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm | 4000 | 154.45 | 6,17,800 |
| 62 | Two or more coats on new work | Sqm | 14000 | 131.45 | 18,40,300 |
| 63 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 100 | 2,007.1 | 2,00,710 |
| 64 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 200 | 1,239.6 | 2,47,920 |
| 65 | 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 | 250 | 2,928.1 | 7,32,025 |
| 66 | In cement mortar | cum | 110 | 1,698.45 | 1,86,829.5 |
| 67 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer- in-charge. | Kg | 10000 | 3.2 | 32,000 |
| 68 | G.S. Sheet | Sqm | 300 | 136 | 40,800 |
| 69 | 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 | 219.35 | 1,31,610 |
| 70 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 20 | 8,613.55 | 1,72,271 |
| 71 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | Sqm | 1000 | 108.65 | 1,08,650 |
| 72 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). | Sqm | 1000 | 362.3 | 3,62,300 |
| 73 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 2000 | 1,011.2 | 20,22,400 |
| 74 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 6 | 5,781.35 | 34,688.1 |
| 75 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 6 | 5,540.55 | 33,243.3 |
| 76 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 8 | 2,275 | 18,200 |
| 77 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 8 | 1,500.05 | 12,000.4 |
| 78 | 610x460 mm bowl depth 200 mm | Each | 4 | 3,337.85 | 13,351.4 |
| 79 | Rectangular shape 453x357 mm | Each | 12 | 1,158.95 | 13,907.4 |
| 80 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 50 | 1,077.4 | 53,870 |
| 81 | Centrifugally cast (spun) iron socketed pipe as per IS: 3989 | Metre | 50 | 1,042.1 | 52,105 |
| 82 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 2 | 573.6 | 1,147.2 |
| 83 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 2 | 13,036.55 | 26,073.1 |
| 84 | 15 mm dia nominal bore | Metre | 50 | 267.5 | 13,375 |
| 85 | 25 mm dia nominal bore | Metre | 50 | 417.95 | 20,897.5 |
| 86 | 50 mm dia nominal bore | Metre | 50 | 654.2 | 32,710 |
| 87 | 80 mm dia nominal bore | Metre | 50 | 919.1 | 45,955 |
| 88 | 50 to 80 mm nominal bore | Each | 4 | 1,513.7 | 6,054.8 |
| 89 | 15 mm nominal bore | Each | 20 | 74.8 | 1,496 |
| 90 | 15 mm nominal bore | Each | 10 | 434.2 | 4,342 |
| 91 | 15 mm nominal bore | Each | 4 | 594.75 | 2,379 |
| 92 | 15mm nominal bore | Each | 10 | 500.35 | 5,003.5 |
| 93 | 100 mm nominal dia | Each | 6 | 33.2 | 199.2 |
| 94 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 4 | 96.75 | 387 |
| 95 | 150 mm dia. R.C.C. pipe | Metre | 100 | 493.1 | 49,310 |
| 96 | 300 mm dia. R.C.C. pipe | Metre | 100 | 902.05 | 90,205 |
| 97 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 1500 | 466.3 | 6,99,450 |
| 98 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 1500 | 564.8 | 8,47,200 |
| 99 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 500 | 1,019.8 | 5,09,900 |
| 100 | 30 mm thick | Sqm | 15 | 4,327.7 | 64,915.5 |
| 101 | 35 mm thick | Sqm | 30 | 4,929.8 | 1,47,894 |
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