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Tender Value
₹2.0 Cr
EMD Value
₹3.9 L
Closing Date
11 Sept 2026, 12:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DTE OFFICE
15 conditions · 4 needing a document upload
10.2. Financial Eligibility Criteria: 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.
Please submit a certificate in the prescribed format (please download the format from the link given below) for verification/confirmation of the documents submitted for compliance of eligibility/ qualifying criteria. Non submission of the certificate or submission of certificate either not properly filled in, or in a format other than the prescribed format shall lead to summary rejection of your offer. (Click here to download the Format of Self Certification)
Similar nature of work-"Any civil engineering work".
13 conditions · 2 needing a document upload
Documents to be uploaded only in the website by the Tenderer Following Annexures duly filled and signed are to be uploaded online only prior to Closing of Tender. Original copy of all the documents to be submitted to office within 7 days whenever demanded by the Railway. Otherwise, Railway reserves rights to Reject/Accept such tender/offer without any reference to the tenderer/tenderer's. Annexures are available at Upload/View Document menu in Home Page of IREPS portal for works tender. Annexure-I (Tender Form), Annexure-II (Agreement For Zone Contract), Annexure-III (Work Order Under Zone Contract), Annexure-IV (Contract Agreement of Works), Annexure-V (Format For Certificate To Be Submitted/Uploaded By Tenderer Alongwith The Tender Document) Annexure-VI (Tenderer's Credentials (Bid Capacity), Annexure-VIA (Bid Security), Annexure-VII Part-II Annexures (Proforma For Time Extension), Annexure-VIIA (Proforma of 14 Days Notice For Offloading of Part of Contract Work), Annexure-VIIB (Notice For Part Of Contract Work Offloaded), Annexure-VIII (Certificate of Fitness), Annexure-IX (Proforma of 7 Days Notice For Works As A Whole/In Parts (Details Of Part Of Work To Be Mentioned), Annexure-X (Proforma of 48 hrs. Notice For Whole Work), Annexure-XI (Proforma Of Termination Notice), Annexure-XII (Proforma of 48 Hrs. Notice For Part Of The Work), Annexure-XIII (Proforma Of Termination Notice For Part Of The Work), Annexure-XIV (Final Supplementary Agreement), Annexure-XV (Agreement Towards Waiver Under Section 12 (5) and Section 31A (5) of Arbitration and Conciliation (Amendment) Act. (This annexure will be applicable, if tenders having advertised value more than Rs 20 crore wherein eligibility criteria includes bid capacity)
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.
Tenderers are requested to go through the following documents which are available in upload/View Documents in Home page of IREPS portal for works tenders before submitting the e-tender. 1 . General Instruction for E-Tenders on works contract--Chapter- I 2. Special Condition-General- Chapter-II
Opening of e-tender:1. The e-tenders will be opened online using the IREPS portal. No representative is required to be present for opening of e-tender and taking notes of rates quoted and ranking as the complete details of rates etc. of all the bidders shall be available to the bidders through the website after the opening of the tender. Note: For more details refer to Cl: 4 of General Instruction-Chapter-I for Submission of Bid Security, Cost of Tender Document and opening of e-tender
Construction of 08 units type-III quarters at Jamalpur
DTE-JMP-09-26-27~ER
DTE-JMP-09-26-27
Open
Works - General
12 Months
Munger, Bihar
₹0
₹3.9 L
11 Aug 2026
11 Aug 2026
28 Aug 2026
78 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 20 | 283.98 | 5,679.6 |
| 2 | All kinds of soil | cum | 220 | 177.5 | 39,050 |
| 3 | 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 | 80 | 196 | 15,680 |
| 4 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 100 | 8,340.85 | 8,34,085 |
| 5 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 500 | 392.15 | 1,96,075 |
| 6 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 500 | 927.25 | 4,63,625 |
| 7 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 180 | 736.4 | 1,32,552 |
| 8 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 700 | 961.3 | 6,72,910 |
| 9 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 44190.6 | 107.85 | 47,65,956.21 |
| 10 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 200 | 9,504.75 | 19,00,950 |
| 11 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 210 | 10,011.35 | 21,02,383.5 |
| 12 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 30 | 7,132.25 | 2,13,967.5 |
| 13 | With Modular bricks | cum | 500 | 8,942.35 | 44,71,175 |
| 14 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 140 | 905.05 | 1,26,707 |
| 15 | Kiln seasoned and chemically treated hollock wood | cum | 2 | 83,378.05 | 1,66,756.1 |
| 16 | 12 mm thick plain grade -1, medium density flat pressed three layer particle board FPT - I or graded wood particle board FPT- I, IS : 3087 marked, bonded with BWP type synthetic resin adhesive as per IS : 848 : | Sqm | 75 | 3,069.05 | 2,30,178.75 |
| 17 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1500 | 238.35 | 3,57,525 |
| 18 | 250x10 mm | Each | 70 | 83.9 | 5,873 |
| 19 | 150x10 mm | Each | 35 | 59.45 | 2,080.75 |
| 20 | 125 mm | Each | 150 | 39.95 | 5,992.5 |
| 21 | 150 mm | Each | 85 | 33.1 | 2,813.5 |
| 22 | 250 mm weighing not less than 280 grams | Each | 20 | 61.05 | 1,221 |
| 23 | 100X58X1.90 mm | Each | 220 | 107.1 | 23,562 |
| 24 | 75x47x1.80 mm | Each | 140 | 80.05 | 11,207 |
| 25 | Single rubber stopper | Each | 40 | 39.6 | 1,584 |
| 26 | 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 | 1700 | 133.7 | 2,27,290 |
| 27 | 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 | 250 | 772.4 | 1,93,100 |
| 28 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. | Sqm | 250 | 792.05 | 1,98,012.5 |
| 29 | Size of Tile 600x600 mm | Sqm | 400 | 1,553.45 | 6,21,380 |
| 30 | Size of Tile 600 x 1200 mm | Sqm | 100 | 1,798.8 | 1,79,880 |
| 31 | Size of Tile 600 x 600 mm | Sqm | 40 | 1,464.85 | 58,594 |
| 32 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 200 | 4,481.3 | 8,96,260 |
| 33 | 150 mm diameter | Each | 100 | 395.6 | 39,560 |
| 34 | 150 mm diameter | Each | 16 | 511.9 | 8,190.4 |
| 35 | 110 mm diameter | Metre | 140 | 377.4 | 52,836 |
| 36 | 110 mm bend | Each | 55 | 150.35 | 8,269.25 |
| 37 | 110 mm Shoe | Each | 40 | 131.85 | 5,274 |
| 38 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) 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 | 130 | 738.65 | 96,024.5 |
| 39 | 1:6 (1 cement: 6 coarse sand) | Sqm | 200 | 343.65 | 68,730 |
| 40 | 1:3 (1 cement: 3 fine sand) | Sqm | 200 | 439.25 | 87,850 |
| 41 | 1:3 (1 cement : 3 fine sand) | Sqm | 400 | 300.45 | 1,20,180 |
| 42 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2000 | 262.7 | 5,25,400 |
| 43 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 1200 | 185.65 | 2,22,780 |
| 44 | Two or more coats on new work | Sqm | 200 | 146.8 | 29,360 |
| 45 | 20 mm wide and 15 mm deep groove | Metre | 1800 | 75.8 | 1,36,440 |
| 46 | One or more coats on old work | Sqm | 275 | 102.8 | 28,270 |
| 47 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 20 | 1,503.6 | 30,072 |
| 48 | In cement mortar | cum | 20 | 2,060.2 | 41,204 |
| 49 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 6 | 6,767.4 | 40,604.4 |
| 50 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 6 | 6,515.55 | 39,093.3 |
| 51 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 12 | 2,648.85 | 31,786.2 |
| 52 | 32 mm dia | Each | 15 | 103.9 | 1,558.5 |
| 53 | Rectangular shape 453x357 mm | Each | 17 | 1,361.8 | 23,150.6 |
| 54 | Rectangular shape 1500x450 mm | Each | 15 | 2,093 | 31,395 |
| 55 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 100 | 1,151.9 | 1,15,190 |
| 56 | 100 mm dia pipe | Each | 40 | 198.15 | 7,926 |
| 57 | Sand cast iron S&S as per IS - 1729 | Each | 80 | 470.45 | 37,636 |
| 58 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 15 | 168.35 | 2,525.25 |
| 59 | 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 | 15 | 673.4 | 10,101 |
| 60 | 15 mm dia nominal bore | Metre | 85 | 322.15 | 27,382.75 |
| 61 | 20 mm dia nominal bore | Metre | 80 | 368.6 | 29,488 |
| 62 | 25 mm dia nominal bore | Metre | 180 | 467.75 | 84,195 |
| 63 | 25 mm nominal bore | Each | 18 | 622.4 | 11,203.2 |
| 64 | 20 mm nominal bore | Each | 18 | 539.95 | 9,719.1 |
| 65 | 15 mm nominal bore | Each | 20 | 829.45 | 16,589 |
| 66 | 20 mm nominal bore | Each | 20 | 857.85 | 17,157 |
| 67 | 25 mm nominal bore | Each | 15 | 950.35 | 14,255.25 |
| 68 | 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 | 6000 | 11 | 66,000 |
| 69 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 25 | 125.6 | 3,140 |
| 70 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 25 | 118.5 | 2,962.5 |
| 71 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 11 | 208.45 | 2,292.95 |
| 72 | 100 mm nominal dia | Each | 29 | 37.6 | 1,090.4 |
| 73 | 20 mm nominal bore, 120 mm long, weighing not less than 198 gms | Each | 29 | 257.6 | 7,470.4 |
| 74 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 12 | 156.9 | 1,882.8 |
| 75 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 1400 | 495.05 | 6,93,070 |
| 76 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 750 | 598.6 | 4,48,950 |
| 77 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 70 | 1,505.25 | 1,05,367.5 |
| 78 | 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 | 875 | 638.35 | 5,58,556.25 |
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08unitstype-IIIQtrs..pdf
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