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Tender Value
₹1.3 Cr
EMD Value
₹2.7 L
Closing Date
21 Sept 2026, 11:00 amClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
RCF HQ
15 conditions · 4 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.(See detail in tender document)
Definition of Similar work:- "Construction of building/quarters etc."
7 conditions · 4 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.
All credential documents submitted through DSC i.e. all document received in E-tenders , will be treated as self attested by tenderer & considered valid for evaluation and there will be no compulsion of manual attestation.
Construction of additional 04 nos of rooms for OPD & other improvement work in LLR Hospital and construction of new sub station (11KV/415V) near worker club (SASI) at RCF Kapurthala.
RCF-CE-WA-EOT-27-26-27~RCF
RCF-CE-WA-EOT-27-26-27
Open
Works - General
9 Months
Kapurthala, Punjab
₹0
₹2.7 L
21 Sept 2026
31 Aug 2026
7 Sept 2026
102 items across 2 schedules · ₹1,51,53,797.21 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 225 | 205.45 | 46,226.25 |
| 2 | 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 | 80 | 253.95 | 20,316 |
| 3 | All kinds of soil | Sqm | 195 | 28.15 | 5,489.25 |
| 4 | 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 | 7,365.15 | 1,47,303 |
| 5 | 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 | 63 | 6,326.05 | 3,98,541.15 |
| 6 | 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 | 91 | 8,364.2 | 7,61,142.2 |
| 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 | 49 | 10,185.05 | 4,99,067.45 |
| 8 | cum | 117 | 10,719.3 | 12,54,158.1 | |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 540 | 307.95 | 1,66,293 |
| 10 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 28.37 | 669.55 | 18,995.13 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 556 | 766.55 | 4,26,201.8 |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 485 | 608.35 | 2,95,049.75 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 95 | 804.25 | 76,403.75 |
| 14 | Stairs, (excluding landings) except spiral- staircases | Sqm | 20 | 657.75 | 13,155 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 6550 | 89.65 | 5,87,207.5 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 7240 | 89.65 | 6,49,066 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 160 | 6,658.25 | 10,65,320 |
| 18 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 20 | 8,512.1 | 1,70,242 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 185 | 8,288.35 | 15,33,344.75 |
| 20 | 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 | 350 | 1,063.45 | 3,72,207.5 |
| 21 | For 2nd class teak wood and other class of wood shutters | Sqm | 35 | -202.55 | -7,089.25 |
| 22 | Fixed to steel windows by welding | Kg | 150 | 181 | 27,150 |
| 23 | 200x10 mm | Each | 20 | 90.8 | 1,816 |
| 24 | 150x10 mm | Each | 35 | 75.55 | 2,644.25 |
| 25 | 125 mm | Each | 8 | 60.05 | 480.4 |
| 26 | 100 mm | Each | 40 | 53.25 | 2,130 |
| 27 | 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 | 3900 | 93.05 | 3,62,895 |
| 28 | 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 | 50 | 111.95 | 5,597.5 |
| 29 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 23 | 3,008.8 | 69,202.4 |
| 30 | Exceeding 10.00 sqm and upto 16.80 sqm in the area | Sqm | 23 | 1,108.7 | 25,500.1 |
| 31 | Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in- charge, (area of grill to be measured). | Sqm | 2 | 668.95 | 1,337.9 |
| 32 | 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 | 46 | 69.35 | 3,190.1 |
| 33 | Electric resistance or induction butt welded tubes | Kg | 100 | 140.85 | 14,085 |
| 34 | 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 | 16 | 185.2 | 2,963.2 |
| 35 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 3120 | 102.25 | 3,19,020 |
| 36 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 100 | 142.3 | 14,230 |
| 37 | 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 | 200 | 612.25 | 1,22,450 |
| 38 | Stainless steel (grade 304) wire gauge of 0.5 mm dia wire and 1.4 mm aperture on both sides | Sqm | 150 | 971.55 | 1,45,732.5 |
| 39 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 234 | 545 | 1,27,530 |
| 40 | 25 mm thick | Sqm | 200 | 1,706.6 | 3,41,320 |
| 41 | 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 | 50 | 935.6 | 46,780 |
| 42 | 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 | 175 | 938.5 | 1,64,237.5 |
| 43 | Size of Tile 600 x 600 mm | Sqm | 400 | 1,286.6 | 5,14,640 |
| 44 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 100 | 3,908.8 | 3,90,880 |
| 45 | With common burnt clay F.P.S.(non modular) brick tile of class designation 10 | Sqm | 634 | 905.8 | 5,74,277.2 |
| 46 | In 75x75 mm deep chase | Metre | 80 | 260.2 | 20,816 |
| 47 | 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 | 6 | 266.6 | 1,599.6 |
| 48 | 110 mm diameter | Metre | 76 | 319.75 | 24,301 |
| 49 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 200 | 1,145.95 | 2,29,190 |
| 50 | 1:4 (1 cement: 4 fine sand) | Sqm | 312 | 294.85 | 91,993.2 |
| 51 | 1:6 (1 cement: 6 fine sand) | Sqm | 1234 | 282 | 3,47,988 |
| 52 | Flush / Ruled/ Struck or weathered pointing | Sqm | 495 | 214.4 | 1,06,128 |
| 53 | Two or more coats on new work | Sqm | 1312 | 92.75 | 1,21,688 |
| 54 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 895 | 97.6 | 87,352 |
| 55 | Two or more coats on new work | Sqm | 278 | 131.45 | 36,543.1 |
| 56 | 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 | 700 | 123.85 | 86,695 |
| 57 | One or more coats on old work | Sqm | 150 | 86.55 | 12,982.5 |
| 58 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. | Sqm | 600 | 63.25 | 37,950 |
| 59 | Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface | Sqm | 300 | 108.6 | 32,580 |
| 60 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 300 | 462.3 | 1,38,690 |
| 61 | 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 | 250 | 45.05 | 11,262.5 |
| 62 | 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 | 2 | 8,613.55 | 17,227.1 |
| 63 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 501 | 1,011.2 | 5,06,611.2 |
| 64 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 4 | 5,781.35 | 23,125.4 |
| 65 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 4 | 1,679.6 | 6,718.4 |
| 66 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 4 | 299.35 | 1,197.4 |
| 67 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 4 | 1,382.3 | 5,529.2 |
| 68 | 32 mm dia | Each | 4 | 104.35 | 417.4 |
| 69 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 6 | 45.25 | 271.5 |
| 70 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 4 | 1,411.15 | 5,644.6 |
| 71 | PN - 16 Pipe, 32mm OD (SDR-7.4) | Metre | 50 | 358.9 | 17,945 |
| 72 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 100 | 501.6 | 50,160 |
| 73 | PN - 16 Pipe, 32mm OD (SDR-7.4) | Metre | 100 | 542.1 | 54,210 |
| 74 | 32 mm nominal bore. | Each | 4 | 589.9 | 2,359.6 |
| 75 | 20 mm nominal bore | Each | 2 | 397.45 | 794.9 |
| 76 | 15 mm nominal bore | Each | 20 | 85.2 | 1,704 |
| 77 | 100 mm diameter | Each | 4 | 166.35 | 665.4 |
| 78 | 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 | 4000 | 9.7 | 38,800 |
| 79 | 15 mm nominal bore | Each | 4 | 434.2 | 1,736.8 |
| 80 | 15 mm nominal bore | Each | 15 | 715.05 | 10,725.75 |
| 81 | 15 mm nominal bore | Each | 25 | 594.75 | 14,868.75 |
| 82 | 15mm nominal bore | Each | 20 | 500.35 | 10,007 |
| 83 | 100 mm nominal dia | Each | 5 | 33.2 | 166 |
| 84 | 125 mm nominal dia with 25 mm waste hole | Each | 5 | 45.25 | 226.25 |
| 85 | 250 mm dia. R.C.C. pipe | Metre | 100 | 811.15 | 81,115 |
| 86 | 300 mm dia. R.C.C. pipe | Metre | 46 | 902.05 | 41,494.3 |
| 87 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 3 | 11,687.1 | 35,061.3 |
| 88 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 4 | 24,405.9 | 97,623.6 |
| 89 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 6 | 9,744.25 | 58,465.5 |
| 90 | Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg | Each | 4 | 671.75 | 2,687 |
| 91 | For pipes 250 to 300 mm diameter | Each | 1 | 785.9 | 785.9 |
| 92 | Rectangular manhole 90x80 cm with rectangular cover 600 x 450 mm of grade LD - 2.5 | Each | 1 | 2,723.65 | 2,723.65 |
| 93 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 3 | 5,589.45 | 16,768.35 |
| 94 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 3 | 6,258.2 | 18,774.6 |
| 95 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 400 | 466.3 | 1,86,520 |
| 96 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 300 | 564.8 | 1,69,440 |
| 97 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 50 | 1,325.55 | 66,277.5 |
| 98 | 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 | 250 | 560.85 | 1,40,212.5 |
| 99 | 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 | 300 | 585.55 | 1,75,665 |
| Schedule total | ₹1,50,31,214.13 | ||||
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