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Tender Value
Refer Docs
EMD Value
₹4.7 L
Closing Date
30 Apr 2026, 3:30 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
24 conditions · 2 needing a document upload
"The said suppliers of goods and/or services would be subject to GST Act and Rules as applicable from time to time. Tenderers are requested to submit their offers as per GST Tax regime. All the bidders/tenderers should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law"
Successful tenderers are required to submit the number of labour to be employed for this particular work. Also the list showing names, along with all other details, of male and female workers employed in this work, should be submitted to office, at the time of submitting performance guarantee and before executing contract agreement. They should also ensure that 1) The payment to the contract labour should be made through bank/cheque. 2) Identity Cards should be issued to all contract workers. 3) Necessary steps should be taken to deduct provident fund from the payment made to contract labour and ensure that the same is credited to their Provident Fund account. 4)Medical facilities from ESI should be ensured, if applicable.
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 required to submit a copy of cancelled cheque in order to facilitate the payments regarding refund of EMD etc. in their proper accounts.
In addition to latest provisions of GCC, and all contents of tender documents, all other latest instructions of Railway Boards issued vide various letters received from time to time on concerned matters and related to tender, will also be applicable for the tenders as per necessity and tenderers have to co-operate with Railways and ensure the compliance
I/We agree to carry out all works with use of modern equipments of required capacity for the work without extra payment. The decision of railway engineer shall be final and binding in this regard.
It is the responsibility of contractor to arrange the payment of the labour employed for the work through bank and to deduct PF as per the provisions of Minimum Wages Act.
The quantities shown above are approximate and to give a general guideline. Railway reserves a right to increase, decrease or to delete any of the items mentioned in schedule.
As per ACS 1 to GCC April 2022, issued vide Railway Board's letter dt. 14.07.2022, PVC Clause shall be applicable only in tenders having advertised value above Rs. 2 Crores provided to the provisions as per clause 46A-1. Tenderers should take a note and quote their rates accordingly.
In case Civil work tenders, the quantity of cement required in the items where necessary, will be used by the contractor on the same rates as accepted in tender, as per the quantity mentioned against each item in USSOR/DSR, though not mentioned in tender schedule.
Tenderers are advised to quote their rates including all type of taxes and levies etc. to be paid by them. Any extra payment will not be made on account of taxes/Levies etc., in excess of Contract Agreement Value,
In case of submission of Bid Security in the form of Bank Guarantee, a scanned copy of Original BG valid for a period of 90 days beyond the validity period of tender, and addressed in favour of Sr. DFM/WCR/BPL, shall be uploaded on IREPS portal while applying for tender. And As per ACS 2 to GCC April 2022, circulated vide Railway Board letter dt. 13.12.22, original BG should be delivered in person to the Concerned Official in Office before closing date for submission of bid (i.e. Excluding the last date of submission of bid) without fail. Any failure in this connection shall lead to summary rejection of bid.
Indian Railways Standard General Conditions of Contract, April 2022 (GCC, April 2022) has been introduced and available on website with all correction slips issued up to date for inviting tender and same will be applicable for this tender. Advance Correction Slip No. 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 and 11 to Indian Railways Standard General Conditions of Contract, April - 2022 circulated by the Railway Board vide letter No. 2022/CE-I/ CT/GCC-2022/Policy dated 14.07.2022, 13.12.2022, 26.04.2023, 07.08.2023, 20.10.2023 , 21.12.2023, 25.09.2024, 20.12.2024, 09.01.2025,04.03.2025 and 13.03.2026 are applicable to this tender.
The maintenance period shall be 24 months after the successful completion of the work.
Bhopal-BINA & BINA-Mahadeokhedi Section-Provision of asphalting and repairing of existing Road surface at level crossings, etc., and other ancillary works at Level Crossing No-003, 297, 300, 301, 302, and 305 under ADEN BINA.
WCR-BPL-W-26-27-N-04-05
WCR-BPL-W-26-27-N-04-05
Open
Works - General
8 Months
Bhopal, Madhya Pradesh
₹0
₹4.7 L
30 Apr 2026
7 Apr 2026
16 Apr 2026
56 items across 2 schedules · ₹1,05,88,484.02 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 197 | 177.5 | 34,967.5 |
| 2 | All kinds of soil. | cum | 65 | 260.3 | 16,919.5 |
| 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 | 67 | 7,878.5 | 5,27,859.5 |
| 4 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 175 | 392.15 | 68,626.25 |
| 5 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 89 | 736.4 | 65,539.6 |
| 6 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 34 | 961.3 | 32,684.2 |
| 7 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 12240 | 107.85 | 13,20,084 |
| 8 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 1760 | 107.85 | 1,89,816 |
| 9 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 153 | 9,504.75 | 14,54,226.75 |
| 10 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 22 | 9,860.4 | 2,16,928.8 |
| 11 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 87 | 7,370.65 | 6,41,246.55 |
| 12 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 21 | 9,344.35 | 1,96,231.35 |
| 13 | 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 | 72 | 1,267.95 | 91,292.4 |
| 14 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 8 | 3,473.85 | 27,790.8 |
| 15 | Fixed to steel windows by welding | Kg | 400 | 219.1 | 87,640 |
| 16 | With 2nd class teak wood beading 62X19 mm | Sqm | 7 | 1,308.35 | 9,158.45 |
| 17 | 125x65x2.12 mm | Each | 20 | 55.75 | 1,115 |
| 18 | 300x16 mm | Each | 20 | 216.55 | 4,331 |
| 19 | 250x10 mm | Each | 20 | 83.9 | 1,678 |
| 20 | 125 mm | Each | 20 | 39.95 | 799 |
| 21 | 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 | 22500 | 133.7 | 30,08,250 |
| 22 | 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 | 490 | 141.7 | 69,433 |
| 23 | Hot finished welded type tubes | Kg | 604 | 194.4 | 1,17,417.6 |
| 24 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 1820 | 97.2 | 1,76,904 |
| 25 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1500 | 172.6 | 2,58,900 |
| 26 | 5.5 mm thick glass panes | Sqm | 7 | 1,390.15 | 9,731.05 |
| 27 | 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 | 80 | 1,096.55 | 87,724 |
| 28 | 75 mm diameter | Metre | 125 | 248.8 | 31,100 |
| 29 | 110 mm diameter | Metre | 125 | 377.4 | 47,175 |
| 30 | 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 | 480 | 738.65 | 3,54,552 |
| 31 | Gutter (600 mm over all girth) | Metre | 20 | 1,313.7 | 26,274 |
| 32 | 1:4 (1 cement: 4 fine sand) | Sqm | 464 | 347.05 | 1,61,031.2 |
| 33 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 291 | 262.7 | 76,445.7 |
| 34 | Two or more coats on new work | Sqm | 963 | 155.9 | 1,50,131.7 |
| 35 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 1600 | 21.2 | 33,920 |
| 36 | On bituminous surface @ 0.25kg/sqm | Sqm | 1600 | 14.05 | 22,480 |
| 37 | For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. | Sqm | 1600 | 505.65 | 8,09,040 |
| 38 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 1600 | 88.55 | 1,41,680 |
| 39 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 5 | 6,767.4 | 33,837 |
| 40 | Range of three squatting plates with 10 litre P.V.C. automatic flushing cistern | Each | 5 | 17,702.2 | 88,511 |
| 41 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 5 | 2,648.85 | 13,244.25 |
| 42 | 32 mm dia | Each | 5 | 103.9 | 519.5 |
| 43 | 15 mm nominal dia Pipes | Metre | 100 | 497.8 | 49,780 |
| 44 | 20 mm nominal dia Pipes | Metre | 105.42 | 537.6 | 56,673.79 |
| 45 | 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 | 10000 | 11 | 1,10,000 |
| 46 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 20 | 125.6 | 2,512 |
| 47 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 20 | 118.5 | 2,370 |
| 48 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 20 | 208.45 | 4,169 |
| 49 | 15 mm nominal bore with 30cm length | Each | 20 | 96.35 | 1,927 |
| 50 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm | 500 | 1,684.6 | 8,42,300 |
| 51 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 50 | 8,042.3 | 4,02,115 |
| 52 | 300 mm dia | Metre | 750 | 707.75 | 5,30,812.5 |
| 53 | 150 mm nominal size dia | Metre | 750 | 793.25 | 5,94,937.5 |
| 54 | 150 mm dia | Each | 5 | 246.45 | 1,232.25 |
| 55 | 100 mm clamp | Each | 5 | 1,911.4 | 9,557 |
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nit.pdf
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DSRSpecificationsvolume1_compressed1_1-1-636.pdf
ATTACHMENT
DSRSpecificationsVolume2_compressed13-1-756-1-756.pdf
ATTACHMENT
TDGCCMarch26_1-1-1261.pdf
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ACS 11
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SPLConditionofRoadWork1.pdf
ATTACHMENT
RubberizedsurfaceRDSOSpecification_112_1.pdf
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Annualcont.turnoverformatAnn.VIB9-1.pdf
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Approvedbrandlist6-1-17_compressed.pdf
ATTACHMENT
RubberizedsurfaceSpecialConditions..pdf
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2026_03_13IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_1111-1-8-1-8.pdf
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