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Tender Value
₹27.0 L
EMD Value
₹54,100
Closing Date
13 May 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DRM WA
12 conditions · 1 needing a document upload
Similar Nature of work: - Not required.
I/we the tenderer (s) am/are signing this document after carefully reading the contents.
I/We the tenderer(s) also accept all the conditions of the tender and have signed all the pages in confirmation thereof.
I/we hereby declare that I/we have downloaded the tender documents from Indian Railway website www.ireps.gov.in . I/we have verified the content of the document from the website and there is no addition, no deletion or no alteration to the content of the tender document. In case of any discrepancy noticed at any stage i.e. evaluation of tenders, execution of work or final payment of the contract, the master copy available with the railway Administration shall be final and binding upon me/us.
I/we declare and certify that I/we have not made any misleading or false representation in the forms, statements and attachments in proof of the qualification requirements.
I/We also understand that my/our offer will be evaluated based on the documents/credentials submitted along with the offer and same shall be binding upon me/us.
I/We declare that the information and documents submitted along with the tender by me/us are correct and I/we are fully responsible for the correctness of the information and documents, submitted by us.
I/we certify that I/we the tenderer(s) is/are not blacklisted or debarred by Railways or any other Ministry / Department of Govt. of India from participation in tender on the date of submission of bids, either in individual capacity or as a HUF/ member of the partnership firm/LLP/JV/Society/Trust.
I/we understand that if the contents of the certificate submitted by us are found to be forged/false at any time during process for evaluation of tenders, it shall lead to forfeiture of the Bid Security and may also lead to any other action provided in the contract including banning of business for a period of upto two year. Further, I/we and all my/our constituents understand that my/our offer shall be summarily rejected.
I/we also understand that if the contents of the certificate submitted by us are found to be false/forged at any time after the award of the contract, it will lead to termination of the contract, along with forfeiture of Bid Security/Security Deposit and Performance guarantee and may also lead to any other action provided in the contract including banning of business for a period of upto two year.
I/We have read the clause regarding restriction on procurement from a bidder of a country which shares a land border with India and certify that I am/We are not from such a country or, if from such a country, have been registered with the competent Authority. I/We hereby certify that I/we fulfil all the requirements in this regard and am/are eligible to be considered (evidence of valid registration by the competent authority is enclosed)
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.
Provision of new Office and Store for SSE C&W in SIKR yard at sikar station.
ENGG-JP-2026-27-16
ENGG-JP-2026-27-16
Open
Works - General
8 Months
Jaipur, Rajasthan
₹0
₹54,100
13 May 2026
15 Apr 2026
29 Apr 2026
63 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 100 | 260.3 | 26,030 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | — | 40 196 | 7,840 |
| 3 | 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 | — | 10 6812 | 68,120 |
| 4 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | — | 2 10105.1 | 20,210.2 |
| 5 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | — | 30 392.15 | 11,764.5 |
| 6 | Suspended floors, roofs, landings, balconies and access platform | Sqm | — | 66 927.25 | 61,198.5 |
| 7 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | — | 12 736.4 | 8,836.8 |
| 8 | Stairs, (excluding landings) except spiral- staircases | Sqm | — | 15 764.95 | 11,474.25 |
| 9 | Under 20 cm wide | Metre | — | 5 208.55 | 1,042.75 |
| 10 | Above 20 cm wide | Sqm | — | 5 879.05 | 4,395.25 |
| 11 | Providing, transporting, 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 | — | 1 20355.8 | 20,355.8 |
| 12 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 500 | 107.85 | 53,925 |
| 13 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 1500 | 107.85 | 1,61,775 |
| 14 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | — | 7 9504.75 | 66,533.25 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | — | 20 9860.4 | 1,97,208 |
| 16 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | — | 60 9344.35 | 5,60,661 |
| 17 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | — | 10 905.05 | 9,050.5 |
| 18 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | — | 50 1123.8 | 56,190 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | — | 40 7311.25 | 2,92,450 |
| 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 | — | 40 1267.95 | 50,718 |
| 21 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | — | 15 3167.95 | 47,519.25 |
| 22 | With 12 mm mild steel U beading | Sqm | — | 16 939.2 | 15,027.2 |
| 23 | 300x16 mm | Each | — | 6 216.55 | 1,299.3 |
| 24 | 250x16 mm | Each | — | 4 193.7 | 774.8 |
| 25 | 200x10 mm | Each | — | 6 69.4 | 416.4 |
| 26 | 150x10 mm | Each | — | 4 59.45 | 237.8 |
| 27 | 125 mm | Each | — | 14 39.95 | 559.3 |
| 28 | Single rubber stopper | Each | — | 7 39.6 | 277.2 |
| 29 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | — | 20 570.95 | 11,419 |
| 30 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | — | 4 3720.75 | 14,883 |
| 31 | 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 | 100 | 133.7 | 13,370 |
| 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 | 150 | 131.05 | 19,657.5 |
| 33 | Fixing with adjustable lugs with split end tail to each jamb | Metre | — | 35 611.75 | 21,411.25 |
| 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 | — | 10 220.65 | 2,206.5 |
| 35 | 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, including 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 | — | 20 772.4 | 15,448 |
| 36 | Light shade pigment using white cement | Sqm | — | 50 1533.8 | 76,690 |
| 37 | Size of Tile 600x600 mm | Sqm | — | 70 1553.45 | 1,08,741.5 |
| 38 | 110 mm diameter | Metre | — | 10 377.4 | 3,774 |
| 39 | 110 mm | Each | — | 4 136.15 | 544.6 |
| 40 | 1:6 (1 cement: 6 fine sand) | Sqm | 300 | 333.35 | 1,00,005 |
| 41 | 1:6 (1 cement: 6 fine sand) | Sqm | 300 | 450 | 1,35,000 |
| 42 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 350 | 262.7 | 91,945 |
| 43 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 350 | 193.7 | 67,795 |
| 44 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | — | 10 67.4 | 674 |
| 45 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | — | 4 6767.4 | 27,069.6 |
| 46 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | — | 4 2648.85 | 10,595.4 |
| 47 | 10 litre capacity - White | Each | — | 4 1190.65 | 4,762.6 |
| 48 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | — | 5 53.25 | 266.25 |
| 49 | Providing and fixing 600x450 mm bevelled 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 1607.95 | 6,431.8 |
| 50 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | — | 6 1180.75 | 7,084.5 |
| 51 | Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 | Each | — | 4 368 | 1,472 |
| 52 | Sand cast iron S&S as per IS - 1729 | Each | — | 8 726.55 | 5,812.4 |
| 53 | With 100 mm dia | Each | — | 8 632.65 | 5,061.2 |
| 54 | Sand cast iron S&S as per IS - 1729 | Each | — | 8 442 | 3,536 |
| 55 | 15 mm dia nominal bore | Metre | — | 10 580.45 | 5,804.5 |
| 56 | 20 mm dia nominal bore | Metre | — | 10 635.2 | 6,352 |
| 57 | 25 mm dia nominal bore | Metre | — | 20 467.75 | 9,355 |
| 58 | 50 mm dia nominal bore | Metre | — | 20 762.15 | 15,243 |
| 59 | 100 mm diameter | Each | — | 2 193.95 | 387.9 |
| 60 | 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. | Per Litre | 1000 | 11 | 11,000 |
| 61 | 15 mm nominal bore | Each | — | 2 506.8 | 1,013.6 |
| 62 | 15 mm nominal bore | Each | — | 2 820.7 | 1,641.4 |
| 63 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | — | 4 118.5 | 474 |
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