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Tender Value
₹78.5 L
EMD Value
₹1.6 L
Closing Date
30 Jan 2026, 12:00 pmClosed
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 pump house including office and pipe line connection etc. at Jamalpur workshop under ATE/JMP.
DTE-JMP-14-25-26~ER
DTE-JMP-14-25-26
Open
Works - General
12 Months
Munger, Bihar
₹0
₹1.6 L
30 Jan 2026
5 Jan 2026
16 Jan 2026
77 items across 1 schedule · ₹90,18,704.88 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 30 | 234.05 | 7,021.5 |
| 2 | Every additional lead of 50m or part thereof beyond1st 50 m upto 9 such additional lead | cum- lead | 120 | 50.96 | 6,115.2 |
| 3 | All kinds of soil | cum | 80 | 205.45 | 16,436 |
| 4 | 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 | 135 | 253.95 | 34,283.25 |
| 5 | 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 | 35 | 7,783.65 | 2,72,427.75 |
| 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 | 30 | 8,364.2 | 2,50,926 |
| 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 | 150 | 10,185.05 | 15,27,757.5 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 150 | 307.95 | 46,192.5 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 300 | 766.55 | 2,29,965 |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 450 | 608.35 | 2,73,757.5 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 300 | 804.25 | 2,41,275 |
| 12 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 16000 | 89.65 | 14,34,400 |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 30 | 6,658.25 | 1,99,747.5 |
| 14 | With F.P.S.(non modular) bricks | cum | 85 | 8,030.6 | 6,82,601 |
| 15 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 250 | 837.85 | 2,09,462.5 |
| 16 | Extra for half brick masonry in superstructure, above floor V level for every four floors or part thereof by mechanical means. | Sqm | 230 | 12.6 | 2,898 |
| 17 | Kiln seasoned and chemically treated hollock wood | cum | .4 | 74,199.7 | 29,679.88 |
| 18 | 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 | 27 | 2,682.05 | 72,415.35 |
| 19 | Fixed to steel windows by welding | Kg | 400 | 181 | 72,400 |
| 20 | With 12 mm mild steel U beading | Sqm | 20 | 812.4 | 16,248 |
| 21 | 250x10 mm | Each | 24 | 74.65 | 1,791.6 |
| 22 | 150x10 mm | Each | 24 | 53.05 | 1,273.2 |
| 23 | 100X58X1.90 mm | Each | 36 | 86.15 | 3,101.4 |
| 24 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 4 | 856.3 | 3,425.2 |
| 25 | Single rubber stopper | Each | 15 | 35.5 | 532.5 |
| 26 | 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (+/- 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (+/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (+/- 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (+/- 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). | Sqm | 5 | 1,790.65 | 8,953.25 |
| 27 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in- Charge. | Metre | 15 | 408.25 | 6,123.75 |
| 28 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). | Sqm | 8 | 10,030.3 | 80,242.4 |
| 29 | 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 | 400 | 111.95 | 44,780 |
| 30 | 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 local sand, with common burnt clay non modular bricks. | Sqm | 375 | 733.3 | 2,74,987.5 |
| 31 | 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 | 70 | 935.6 | 65,492 |
| 32 | Size of Tile 600x600 mm | Sqm | 200 | 1,416.65 | 2,83,330 |
| 33 | 110 mm diameter | Metre | 45 | 319.75 | 14,388.75 |
| 34 | 110 mm bend | Each | 12 | 132 | 1,584 |
| 35 | 110 mm Shoe | Each | 12 | 115.95 | 1,391.4 |
| 36 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 150 | 1,145.95 | 1,71,892.5 |
| 37 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1500 | 294.35 | 4,41,525 |
| 38 | 1:3 (1 cement: 3 fine sand) | Sqm | 100 | 374.15 | 37,415 |
| 39 | 1:3 (1 cement : 3 fine sand) | Sqm | 500 | 253.05 | 1,26,525 |
| 40 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 800 | 214.3 | 1,71,440 |
| 41 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 800 | 162.55 | 1,30,040 |
| 42 | One or more coats on old work | Sqm | 200 | 86.55 | 17,310 |
| 43 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. | Sqm | 750 | 63.25 | 47,437.5 |
| 44 | In cement mortar | cum | 10 | 1,698.45 | 16,984.5 |
| 45 | 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 |
| 46 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 1 | 5,540.55 | 5,540.55 |
| 47 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 2 | 5,268.85 | 10,537.7 |
| 48 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 4 | 2,275 | 9,100 |
| 49 | 32 mm dia | Each | 4 | 90.95 | 363.8 |
| 50 | Rectangular shape 453x357 mm | Each | 4 | 1,158.95 | 4,635.8 |
| 51 | 15 mm dia nominal bore | Metre | 84 | 267.5 | 22,470 |
| 52 | 20 mm dia nominal bore | Metre | 60 | 315.35 | 18,921 |
| 53 | 25 mm dia nominal bore | Metre | 84 | 417.95 | 35,107.8 |
| 54 | 25 mm nominal bore | Each | 6 | 532.35 | 3,194.1 |
| 55 | 20 mm nominal bore | Each | 6 | 461.75 | 2,770.5 |
| 56 | Up to 300 mm dia | Quintal | 40 | 5,649.65 | 2,25,986 |
| 57 | 150 mm dia pipe | Metre | 48 | 1,824.7 | 87,585.6 |
| 58 | 200 mm dia pipe | Metre | 48 | 3,083.65 | 1,48,015.2 |
| 59 | 300 mm dia pipe | Metre | 48 | 5,427.45 | 2,60,517.6 |
| 60 | 150 mm diameter pipe | Each | 15 | 343.55 | 5,153.25 |
| 61 | 200 mm diameter pipe | Each | 15 | 377 | 5,655 |
| 62 | 300 mm diameter pipe | Each | 15 | 527 | 7,905 |
| 63 | Class I | Each | 15 | 5,980.45 | 89,706.75 |
| 64 | Class I | Each | 12 | 11,609.5 | 1,39,314 |
| 65 | Class I | Each | 10 | 23,162.7 | 2,31,627 |
| 66 | 15 mm nominal bore | Each | 5 | 682.9 | 3,414.5 |
| 67 | 20 mm nominal bore | Each | 5 | 709.7 | 3,548.5 |
| 68 | 25 mm nominal bore | Each | 5 | 789.95 | 3,949.75 |
| 69 | 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 |
| 70 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 4 | 109.85 | 439.4 |
| 71 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 4 | 103.15 | 412.6 |
| 72 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 4 | 180.8 | 723.2 |
| 73 | 100 mm nominal dia | Each | 10 | 33.2 | 332 |
| 74 | 20 mm nominal bore, 120 mm long, weighing not less than 198 gms | Each | 2 | 223.5 | 447 |
| 75 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 80 | 531.8 | 42,544 |
| 76 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 20 | 1,325.55 | 26,511 |
| 77 | Anodized (AC 15 ) aluminium | Each | 20 | 88.75 | 1,775 |
| Schedule total | ₹90,18,704.88 | ||||
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details.html
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nit.pdf
NIT
ACS-7toGCC-2022.pdf
ATTACHMENT
ACS-8toGCC-2022.pdf
ATTACHMENT
ACS-6.pdf
ATTACHMENT
PumpHouse.pdf
ATTACHMENT
ACS-09_1.pdf
ATTACHMENT
ACS-10.pdf
ATTACHMENT
GCC-2022.pdf
ATTACHMENT
ACS-1toGCC-2022.pdf
ATTACHMENT
ACS-2toGCC-2022.pdf
ATTACHMENT
ACS-3toGCC-2022.pdf
ATTACHMENT
ACS-4toGCC-2022-.pdf
ATTACHMENT
Annexure-IaIb_1.pdf
ATTACHMENT
ACS-5toGCC-2022.pdf
ATTACHMENT
Annexure-V_VA1.pdf
ATTACHMENT
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