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Tender Value
₹4.4 Cr
EMD Value
₹3.7 L
Closing Date
15 Jan 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 any type of building like office building, service 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 type-IV quarters at RCF, Kapurthala
RCF-CE-WA-EOT-41-25-26~RCF
RCF-CE-WA-EOT-41-25-26
Open
Works - General
12 Months
Kapurthala, Punjab
₹0
₹3.7 L
15 Jan 2026
24 Dec 2025
1 Jan 2026
137 items across 2 schedules · ₹4,94,32,367.67 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 1200 | 286.85 | 3,44,220 |
| 2 | All kinds of soil | Sqm | 3200 | 28.15 | 90,080 |
| 3 | 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 | 65 | 7,365.15 | 4,78,734.75 |
| 4 | 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 | 700 | 6,326.05 | 44,28,235 |
| 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 | 16 | 9,375.2 | 1,50,003.2 |
| 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 | 85 | 8,364.2 | 7,10,957 |
| 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 | 30 | 10,185.05 | 3,05,551.5 |
| 8 | cum | 350 | 10,719.3 | 37,51,755 | |
| 9 | cum | 30 | 9,801.75 | 2,94,052.5 | |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 500 | 307.95 | 1,53,975 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1200 | 766.55 | 9,19,860 |
| 12 | Shelves (Cast in situ) | Sqm | 1 | 766.55 | 766.55 |
| 13 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 600 | 608.35 | 3,65,010 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 50 | 804.25 | 40,212.5 |
| 15 | Stairs, (excluding landings) except spiral- staircases | Sqm | 200 | 657.75 | 1,31,550 |
| 16 | Under 20 cm wide | Metre | 700 | 181.9 | 1,27,330 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 4000 | 89.65 | 3,58,600 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 42000 | 89.65 | 37,65,300 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 250 | 6,658.25 | 16,64,562.5 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 800 | 8,288.35 | 66,30,680 |
| 21 | Cement mortar 1:3 (1 cement :3 coarse sand) | Sqm | 50 | 1,043.1 | 52,155 |
| 22 | Area of slab over 0.50 sqm | Sqm | 60 | 4,425.35 | 2,65,521 |
| 23 | 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 | 950 | 1,063.45 | 10,10,277.5 |
| 24 | 30 mm thick shutters | Sqm | 132 | 2,333.5 | 3,08,022 |
| 25 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 78 | 1,897.1 | 1,47,973.8 |
| 26 | For 2nd class teak wood and other class of wood shutters | Sqm | 510 | -202.55 | -1,03,300.5 |
| 27 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 50 | 3,086.1 | 1,54,305 |
| 28 | Kiln seasoned and chemically treated hollock wood | Sqm | 118 | 3,287.3 | 3,87,901.4 |
| 29 | Kiln seasoned and chemically treated hollock wood | Sqm | 132 | 2,981.75 | 3,93,591 |
| 30 | Fixed to steel windows by welding | Kg | 1574 | 181 | 2,84,894 |
| 31 | 150 mm | Each | 52 | 251.7 | 13,088.4 |
| 32 | 300x16 mm | Each | 104 | 180.55 | 18,777.2 |
| 33 | 250x10 mm | Each | 180 | 74.65 | 13,437 |
| 34 | 200x10 mm | Each | 260 | 61.05 | 15,873 |
| 35 | 150x10 mm | Each | 787 | 53.05 | 41,750.35 |
| 36 | 100 mm | Each | 540 | 28.25 | 15,255 |
| 37 | 250x10 mm | Each | 180 | 104.4 | 18,792 |
| 38 | 200x10 mm | Each | 262 | 90.8 | 23,789.6 |
| 39 | 150x10 mm | Each | 787 | 75.55 | 59,457.85 |
| 40 | 100 mm | Each | 900 | 53.25 | 47,925 |
| 41 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 100 | 444.5 | 44,450 |
| 42 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 150 | 511.4 | 76,710 |
| 43 | 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 | 78 | 185.95 | 14,504.1 |
| 44 | 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 | 78 | 185.2 | 14,445.6 |
| 45 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 3500 | 142.3 | 4,98,050 |
| 46 | 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 | 2000 | 612.25 | 12,24,500 |
| 47 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 2000 | 545 | 10,90,000 |
| 48 | 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 | 200 | 935.6 | 1,87,120 |
| 49 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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 grouting the joints with white cement and matching pigments etc., complete. | Sqm | 350 | 1,142.8 | 3,99,980 |
| 50 | Size of Tile 600 x 600 mm | Sqm | 1400 | 1,286.6 | 18,01,240 |
| 51 | Size of Tile 600x600 mm | Sqm | 150 | 1,466.5 | 2,19,975 |
| 52 | With common burnt clay F.P.S.(non modular) brick tile of class designation 10 | Sqm | 600 | 905.8 | 5,43,480 |
| 53 | In 75x75 mm deep chase | Metre | 377 | 260.2 | 98,095.4 |
| 54 | 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 | 16 | 266.6 | 4,265.6 |
| 55 | 110 mm diameter | Metre | 150 | 319.75 | 47,962.5 |
| 56 | 75 mm bend | Each | 31 | 91.8 | 2,845.8 |
| 57 | 110 mm bend | Each | 104 | 132 | 13,728 |
| 58 | 1:6 (1 cement: 6 fine sand) | Sqm | 5002 | 282 | 14,10,564 |
| 59 | 1:3 (1 cement : 3 fine sand) | Sqm | 328 | 253.05 | 83,000.4 |
| 60 | Raised Band | cm per metre | 2800 | 9.55 | 26,740 |
| 61 | Flush / Ruled/ Struck or weathered pointing | Sqm | 3300 | 214.4 | 7,07,520 |
| 62 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 5248 | 162.55 | 8,53,062.4 |
| 63 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 3300 | 97.6 | 3,22,080 |
| 64 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) | Sqm | 1000 | 61.45 | 61,450 |
| 65 | Two or more coats on new work | Sqm | 1000 | 131.45 | 1,31,450 |
| 66 | 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 | 5000 | 123.85 | 6,19,250 |
| 67 | 75 mm diameter pipes | Metre | 393 | 23.5 | 9,235.5 |
| 68 | 100 mm diameter pipes | Metre | 350 | 30.2 | 10,570 |
| 69 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in- charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 300 | 8,277.55 | 24,83,265 |
| 70 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 16 | 5,781.35 | 92,501.6 |
| 71 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 32 | 5,540.55 | 1,77,297.6 |
| 72 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 16 | 1,913.75 | 30,620 |
| 73 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer | Each | 48 | 3,459.05 | 1,66,034.4 |
| 74 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 64 | 1,500.05 | 96,003.2 |
| 75 | 610x460 mm bowl depth 200 mm | Each | 16 | 3,337.85 | 53,405.6 |
| 76 | 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 | 48 | 299.35 | 14,368.8 |
| 77 | 32 mm dia | Each | 100 | 104.35 | 10,435 |
| 78 | 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 | 64 | 1,411.15 | 90,313.6 |
| 79 | For 100 mm dia pipe | Each | 52 | 308.45 | 16,039.4 |
| 80 | For 75 mm dia pipe | Each | 131 | 304.45 | 39,882.95 |
| 81 | Sand cast iron S&S as per IS- 3989 | Each | 52 | 453.4 | 23,576.8 |
| 82 | Sand cast iron S&S as per IS : 3989 | Each | 26 | 439.75 | 11,433.5 |
| 83 | Sand cast iron S&S as per IS - 3989 | Each | 78 | 298.2 | 23,259.6 |
| 84 | Sand cast iron S&S as per IS - 3989 | Each | 26 | 904.95 | 23,528.7 |
| 85 | Sand cast iron S&S as per IS - 3989 | Each | 26 | 721 | 18,746 |
| 86 | Sand cast iron S&S as per IS - 3989 | Each | 26 | 707.3 | 18,389.8 |
| 87 | Sand cast iron S&S as per IS - 3989 | Each | 26 | 498.9 | 12,971.4 |
| 88 | Sand cast iron S&S as per IS - 3989 | Each | 26 | 439.75 | 11,433.5 |
| 89 | Sand cast iron S&S as per IS - 3989 | Each | 26 | 311.55 | 8,100.3 |
| 90 | Sand cast iron S&S as per IS - 3989 | Each | 26 | 439.75 | 11,433.5 |
| 91 | Sand cast iron S&S as per IS - 3989 | Each | 26 | 271.45 | 7,057.7 |
| 92 | 100 mm | Each | 131 | 549.65 | 72,004.15 |
| 93 | 75 mm | Each | 262 | 466.4 | 1,22,196.8 |
| 94 | Sand cast iron S&S as per IS - 3989 | Each | 78 | 1,671 | 1,30,338 |
| 95 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 25 | 204.7 | 5,117.5 |
| 96 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 300 | 501.6 | 1,50,480 |
| 97 | PN - 16 Pipe, 32mm OD (SDR-7.4) | Metre | 900 | 542.1 | 4,87,890 |
| 98 | PN - 16 Pipe, 32 mm OD (SDR-7.4) | Metre | 131 | 320.6 | 41,998.6 |
| 99 | PN - 16 Pipe, 40 mm OD (SDR-7.4) | Metre | 120 | 419.25 | 50,310 |
| 100 | 25 mm nominal bore | Each | 52 | 532.35 | 27,682.2 |
| 101 | 50 mm nominal bore | Each | 26 | 878.25 | 22,834.5 |
| 102 | 20 mm nominal bore | Each | 26 | 397.45 | 10,333.7 |
| 103 | 20 mm nominal bore | Each | 26 | 347.9 | 9,045.4 |
| 104 | 150 mm diameter | Each | 48 | 190.1 | 9,124.8 |
| 105 | 100 mm diameter pipe | Each | 70 | 284.75 | 19,932.5 |
| 106 | Class II | Each | 1 | 4,500.25 | 4,500.25 |
| 107 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 1 | 10,102.5 | 10,102.5 |
| 108 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 8 | 9,630.65 | 77,045.2 |
| 109 | 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 | 8000 | 9.7 | 77,600 |
| 110 | 15 mm nominal bore | Each | 300 | 434.2 | 1,30,260 |
| 111 | 15 mm nominal bore | Each | 200 | 594.75 | 1,18,950 |
| 112 | 15mm nominal bore | Each | 250 | 500.35 | 1,25,087.5 |
| 113 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 420 | 61.7 | 25,914 |
| 114 | 100 mm nominal dia | Each | 78 | 33.2 | 2,589.6 |
| 115 | 125 mm nominal dia with 25 mm waste hole | Each | 64 | 45.25 | 2,896 |
| 116 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 210 | 136.6 | 28,686 |
| 117 | Up to 600 mm dia | Quintal | 4 | 18,025.6 | 72,102.4 |
| 118 | 100 mm dia Ductile Iron Double Flanged | Metre | 300 | 1,541.6 | 4,62,480 |
| 119 | 15 mm nominal bore with 45 cm length | Each | 240 | 107.9 | 25,896 |
| 120 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 10 | 2,453.55 | 24,535.5 |
| 121 | 300 mm dia. R.C.C. pipe | Metre | 300 | 902.05 | 2,70,615 |
| 122 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 4 | 11,687.1 | 46,748.4 |
| 123 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 2 | 24,405.9 | 48,811.8 |
| 124 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 4 | 8,127.45 | 32,509.8 |
| 125 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 4 | 9,744.25 | 38,977 |
| 126 | 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 | 600 | 585.55 | 3,51,330 |
| 127 | Frame size 65 x 100 mm | Metre | 600 | 1,000.15 | 6,00,090 |
| 128 | Frame size 65 x 150 mm | Metre | 900 | 1,481.85 | 13,33,665 |
| 129 | 35 mm thick | Sqm | 310 | 4,929.8 | 15,28,238 |
| Schedule total | ₹4,84,36,211.45 | ||||
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