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Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
10 Jul 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 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:- ("Any Civil work other than EOT Track, Horticulture, Sanitation & P.Way work")
16 conditions · 3 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.
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.
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.
Renovation of Hospital by provision of emergency ward near dressing room and other allied works as per guidelines of NABH including raising of parapet wall with concertina wire in Hospital in Col-II area PLW Patiala
T-08-2026-27
T-08-2026-27
Open
Works - General
6 Months
Patiala, Punjab
₹0
₹2.4 L
10 Jul 2026
18 Jun 2026
26 Jun 2026
114 items across 2 schedules · ₹13,21,240.45 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 50 | 286.85 | 14,342.5 |
| 2 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 50 | 255.55 | 12,777.5 |
| 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 | 20 | 253.95 | 5,079 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 36 | 2,161.2 | 77,803.2 |
| 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 | 13 | 7,365.15 | 95,746.95 |
| 6 | 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 | 31 | 6,326.05 | 1,96,107.55 |
| 7 | 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 | 6 | 9,375.2 | 56,251.2 |
| 8 | 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 | 10 | 370.85 | 3,708.5 |
| 9 | 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 | 22 | 8,364.2 | 1,84,012.4 |
| 10 | 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 | 14 | 10,185.05 | 1,42,590.7 |
| 11 | cum | 40 | 10,719.3 | 4,28,772 | |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 10 | 307.95 | 3,079.5 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 80 | 766.55 | 61,324 |
| 14 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 20 | 608.35 | 12,167 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 40 | 804.25 | 32,170 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 1900 | 89.65 | 1,70,335 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 6000 | 89.65 | 5,37,900 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 30 | 6,658.25 | 1,99,747.5 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 85 | 8,288.35 | 7,04,509.75 |
| 20 | Area of slab over 0.50 sqm | Sqm | 60 | 4,425.35 | 2,65,521 |
| 21 | Granite work | Metre | 7 | 418.85 | 2,931.95 |
| 22 | Granite of any colour and shade | Sqm | 75 | 3,105.5 | 2,32,912.5 |
| 23 | Granite Stone of approved shade | Sqm | 4 | 3,542.85 | 14,171.4 |
| 24 | 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 | 180 | 1,063.45 | 1,91,421 |
| 25 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi- metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 450 | 4,474.2 | 20,13,390 |
| 26 | Pre-laminated particle board with decorative lamination on both sides, Grade I, Type II, IS:12823 marked | Sqm | 20 | 1,727.4 | 34,548 |
| 27 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 25 | 1,897.1 | 47,427.5 |
| 28 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading | Sqm | 20 | 1,521.6 | 30,432 |
| 29 | Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg per sqm) instead of ordinary float glass panes 4 mm thick (weight not less than 10 kg per sqm) in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). | Sqm | 10 | 148.5 | 1,485 |
| 30 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 20 | 3,086.1 | 61,722 |
| 31 | Kiln seasoned and chemically treated hollock wood | Sqm | 20 | 2,834.6 | 56,692 |
| 32 | 250x16 mm | Each | 10 | 234.9 | 2,349 |
| 33 | 150x10 mm | Each | 120 | 75.55 | 9,066 |
| 34 | 125 mm | Each | 120 | 60.05 | 7,206 |
| 35 | Twin rubber stopper | Each | 20 | 62.25 | 1,245 |
| 36 | Providing and fixing aluminium casement stays, 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 etc. complete. | Each | 90 | 64.55 | 5,809.5 |
| 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 | 4000 | 111.95 | 4,47,800 |
| 38 | 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 | 12 | 185.2 | 2,222.4 |
| 39 | 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, i/c 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 | 280 | 612.25 | 1,71,430 |
| 40 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 100 | 545 | 54,500 |
| 41 | Size of Tile 600 x 600 mm | Sqm | 650 | 1,286.6 | 8,36,290 |
| 42 | Size of Tile 600 x 1200 mm | Sqm | 90 | 1,407.05 | 1,26,634.5 |
| 43 | With residual type petroleum bitumen of grade VG -10 | Sqm | 500 | 133.15 | 66,575 |
| 44 | With machine moulded common burnt clay F.P.S. (non modular) brick tiles of class designation 12.5, conforming to IS 2690 | Sqm | 500 | 905.8 | 4,52,900 |
| 45 | In 75x75 mm deep chase | Metre | 200 | 260.2 | 52,040 |
| 46 | 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 | 20 | 266.6 | 5,332 |
| 47 | 100 mm diameter | Each | 30 | 308.45 | 9,253.5 |
| 48 | 110 mm diameter | Metre | 60 | 319.75 | 19,185 |
| 49 | 110 mm bend | Each | 20 | 132 | 2,640 |
| 50 | 1:4 (1 cement: 4 fine sand) | Sqm | 900 | 294.85 | 2,65,365 |
| 51 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 600 | 162.55 | 97,530 |
| 52 | Two or more coats on new work | Sqm | 200 | 131.45 | 26,290 |
| 53 | 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 | 400 | 123.85 | 49,540 |
| 54 | Two coats | Sqm | 400 | 90.05 | 36,020 |
| 55 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 450 | 64.45 | 29,002.5 |
| 56 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | Sqm | 3000 | 16.35 | 49,050 |
| 57 | One or more coats on old work | Sqm | 200 | 86.55 | 17,310 |
| 58 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | Sqm | 3250 | 111.6 | 3,62,700 |
| 59 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 200 | 462.3 | 92,460 |
| 60 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 2 | 1,239.6 | 2,479.2 |
| 61 | 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 | 4 | 2,928.1 | 11,712.4 |
| 62 | In cement mortar | cum | 60 | 1,698.45 | 1,01,907 |
| 63 | Of area 3 sq. metres and below | Each | 40 | 118.3 | 4,732 |
| 64 | For thickness of tiles 10 mm to 25 mm | Sqm | 150 | 60.5 | 9,075 |
| 65 | 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 | 200 | 45.05 | 9,010 |
| 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 | 4.5 | 219.35 | 987.08 |
| 67 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | Metre | 200 | 303.65 | 60,730 |
| 68 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 5 | 5,781.35 | 28,906.75 |
| 69 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 8 | 6,941.3 | 55,530.4 |
| 70 | Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern | Each | 5 | 18,546.45 | 92,732.25 |
| 71 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 6 | 1,913.75 | 11,482.5 |
| 72 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 6 | 1,500.05 | 9,000.3 |
| 73 | Rectangular shape 1500x450 mm | Each | 6 | 1,817.2 | 10,903.2 |
| 74 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 50 | 1,077.4 | 53,870 |
| 75 | Centrifugally cast (spun) iron socketed pipe as per IS: 3989 | Metre | 50 | 1,042.1 | 52,105 |
| 76 | 75 mm dia pipe | Each | 100 | 138.7 | 13,870 |
| 77 | 100 mm dia pipe | Each | 100 | 163.45 | 16,345 |
| 78 | Sand cast iron S&S as per IS : 3989 | Each | 12 | 439.75 | 5,277 |
| 79 | Sand cast iron S&S as per IS: 3989 | Each | 28 | 1,604.1 | 44,914.8 |
| 80 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 20 | 600.35 | 12,007 |
| 81 | 20 mm nominal dia Pipes | Metre | 150 | 513.75 | 77,062.5 |
| 82 | 25 mm dia nominal bore | Metre | 50 | 491.2 | 24,560 |
| 83 | 80 mm dia nominal bore | Metre | 30 | 919.1 | 27,573 |
| 84 | 25 to 40 mm nominal bore | Each | 1 | 757.1 | 757.1 |
| 85 | 50 to 80 mm nominal bore | Each | 2 | 1,513.7 | 3,027.4 |
| 86 | 25 mm nominal bore | Each | 6 | 532.35 | 3,194.1 |
| 87 | 25 mm nominal bore | Each | 4 | 369.35 | 1,477.4 |
| 88 | 80 mm nominal bore | Each | 1 | 1,061.25 | 1,061.25 |
| 89 | 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 | 2000 | 9.7 | 19,400 |
| 90 | 15 mm nominal bore | Each | 12 | 715.05 | 8,580.6 |
| 91 | 15mm nominal bore | Each | 36 | 500.35 | 18,012.6 |
| 92 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 30 | 61.7 | 1,851 |
| 93 | 100 mm nominal dia | Each | 30 | 33.2 | 996 |
| 94 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 4 | 459.4 | 1,837.6 |
| 95 | 150 mm dia. R.C.C. pipe | Metre | 50 | 493.1 | 24,655 |
| 96 | For pipes 100 to 250 mm diameter | Each | 50 | 683.7 | 34,185 |
| 97 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 200 | 466.3 | 93,260 |
| 98 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 300 | 564.8 | 1,69,440 |
| 99 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 20 | 1,019.8 | 20,396 |
| 100 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in- charge (Door handle, lock and stopper etc.to be paid separately). | Sqm | 8 | 4,540.7 | 36,325.6 |
| 101 | Frame size 50 x 100 mm | Metre | 30 | 853 | 25,590 |
| 102 | 30 mm thick | Sqm | 20 | 4,327.7 | 86,554 |
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