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Tender Value
₹3.7 Cr
EMD Value
₹7.5 L
Closing Date
30 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
DRM WA
15 conditions · 3 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or V whichever 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.
(a)(a) The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender. (b)(b) (i)In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note: for b (i) separate completed works of minimum required values shall also be considered for fulfilment of technical eligibility criteria for different components. (b)(ii)In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (iii) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contract or through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing.
However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work. similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing. Note for Item 10.1: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Similar Nature of work: - Construction of buildings/quarters work. Note:- Zone works for repair maintenance of service building/residential quarter will not be considered similar work as "Construction of building/quarters work.
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.
Construction of Type II quarters & Fault analysis rooms (Diagnostic panel room size 4.5 m X 3 m) at wayside stations in the jurisdiction of Sr. DEN (N)/Jaipur.
ENGG-JP-2026-27-19
ENGG-JP-2026-27-19
Open
Works - General
12 Months
Jaipur, Rajasthan
₹0
₹7.5 L
30 Apr 2026
6 Apr 2026
16 Apr 2026
78 items across 1 schedule · ₹6,01,93,731.82 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 2540 | 286.85 | 7,28,599 |
| 2 | 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 | 1130 | 253.95 | 2,86,963.5 |
| 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 | 369 | 6,326.05 | 23,34,312.45 |
| 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 | 20 | 9,277.75 | 1,85,555 |
| 5 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 750 | 307.95 | 2,30,962.5 |
| 6 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1680 | 766.55 | 12,87,804 |
| 7 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 428 | 608.35 | 2,60,373.8 |
| 8 | Stairs, (excluding landings) except spiral- staircases | Sqm | 260 | 657.75 | 1,71,015 |
| 9 | Under 20 cm wide | Metre | 145 | 181.9 | 26,375.5 |
| 10 | Above 20 cm wide | Sqm | 145 | 772.1 | 1,11,954.5 |
| 11 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding 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 | 2.4 | 9,673.5 | 23,216.4 |
| 12 | Providing, 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 | 29 | 18,644.6 | 5,40,693.4 |
| 13 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 9640 | 89.65 | 8,64,226 |
| 14 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 32600 | 89.65 | 29,22,590 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 79.4 | 8,683.8 | 6,89,493.72 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 221 | 10,306.2 | 22,77,670.2 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 156 | 6,658.25 | 10,38,687 |
| 18 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 950 | 8,512.1 | 80,86,495 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 270 | 8,288.35 | 22,37,854.5 |
| 20 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 12 | 837.85 | 10,054.2 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1069 | 6,653.45 | 71,12,538.05 |
| 22 | Area of slab over 0.50 sqm | Sqm | 177 | 4,425.35 | 7,83,286.95 |
| 23 | Each | 75 | 808.15 | 60,611.25 | |
| 24 | 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 | 2900 | 1,063.45 | 30,84,005 |
| 25 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 420 | 2,818.5 | 11,83,770 |
| 26 | With 12 mm mild steel U beading | Sqm | 435 | 812.4 | 3,53,394 |
| 27 | 300x16 mm | Each | 169 | 180.55 | 30,512.95 |
| 28 | 250x16 mm | Each | 116 | 165.9 | 19,244.4 |
| 29 | 200x10 mm | Each | 403 | 61.05 | 24,603.15 |
| 30 | 150x10 mm | Each | 116 | 53.05 | 6,153.8 |
| 31 | 125 mm | Each | 403 | 35.2 | 14,185.6 |
| 32 | Single rubber stopper | Each | 203 | 35.5 | 7,206.5 |
| 33 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm 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 2mm 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 | 580 | 702.6 | 4,07,508 |
| 34 | 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 | 17725 | 111.95 | 19,84,313.75 |
| 35 | 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 | 8700 | 175.65 | 15,28,155 |
| 36 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 1740 | 471.25 | 8,19,975 |
| 37 | 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 | 174 | 185.2 | 32,224.8 |
| 38 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 960 | 142.3 | 1,36,608 |
| 39 | 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 | 562 | 612.25 | 3,44,084.5 |
| 40 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 216 | 545 | 1,17,720 |
| 41 | Light shade pigment using white cement | Sqm | 1450 | 1,295.2 | 18,78,040 |
| 42 | 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 all colours, shades, except 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 pigments etc., complete. | Sqm | 2012 | 1,225.1 | 24,64,901.2 |
| 43 | In 75x75 mm deep chase | Metre | 2900 | 260.2 | 7,54,580 |
| 44 | 1:4 (1 cement: 4 fine sand) | Sqm | 900 | 339.7 | 3,05,730 |
| 45 | 1:4 (1 cement: 4 fine sand) | Sqm | 3687 | 402.15 | 14,82,727.05 |
| 46 | 1:6 (1 cement: 6 fine sand) | Sqm | 1200 | 382.1 | 4,58,520 |
| 47 | 1:4 (1 cement: 4 coarse sand) | Sqm | 1575 | 307.25 | 4,83,918.75 |
| 48 | 1:4 (1 cement: 4 coarse sand) | Sqm | 900 | 354.5 | 3,19,050 |
| 49 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1200 | 214.3 | 2,57,160 |
| 50 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 11250 | 162.55 | 18,28,687.5 |
| 51 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1520 | 97.6 | 1,48,352 |
| 52 | 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 | 13650 | 158.95 | 21,69,667.5 |
| 53 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) | Sqm | 1875 | 61.45 | 1,15,218.75 |
| 54 | Two or more coats on new work | Sqm | 60 | 131.45 | 7,887 |
| 55 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 290 | 951 | 2,75,790 |
| 56 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 29 | 5,781.35 | 1,67,659.15 |
| 57 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 29 | 2,275 | 65,975 |
| 58 | 610x460 mm bowl depth 200 mm | Each | 29 | 3,337.85 | 96,797.65 |
| 59 | 10 litre capacity - White | Each | 29 | 1,023.05 | 29,668.45 |
| 60 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 160 | 45.25 | 7,240 |
| 61 | 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 | 35 | 1,411.15 | 49,390.25 |
| 62 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 40 | 942.15 | 37,686 |
| 63 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 562 | 1,077.4 | 6,05,498.8 |
| 64 | Hubless centrifugally cast (spun) i r o n pipes epoxy coated inside & outside IS:15905 | Each | 58 | 346.05 | 20,070.9 |
| 65 | Sand cast iron S&S as per IS - 1729 | Each | 58 | 671.2 | 38,929.6 |
| 66 | With 100 mm dia | Each | 116 | 627.05 | 72,737.8 |
| 67 | Sand cast iron S&S as per IS - 1729 | Each | 116 | 392.9 | 45,576.4 |
| 68 | Sand cast iron S&S as per IS: 3989 | Each | 114 | 1,604.1 | 1,82,867.4 |
| 69 | 15 mm dia nominal bore | Metre | 375 | 304.15 | 1,14,056.25 |
| 70 | 25 mm dia nominal bore | Metre | 150 | 491.2 | 73,680 |
| 71 | 15 mm dia nominal bore | Metre | 1625 | 485.2 | 7,88,450 |
| 72 | 20 mm dia nominal bore | Metre | 650 | 541.1 | 3,51,715 |
| 73 | 25 mm dia nominal bore | Metre | 650 | 417.95 | 2,71,667.5 |
| 74 | 50 mm dia nominal bore | Metre | 2375 | 654.2 | 15,53,725 |
| 75 | 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 | 14500 | 9.7 | 1,40,650 |
| 76 | 15 mm nominal bore | Each | 125 | 434.2 | 54,275 |
| 77 | 15 mm nominal bore | Each | 129 | 715.05 | 92,241.45 |
| 78 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 174 | 103.15 | 17,948.1 |
| Schedule total | ₹6,01,93,731.82 | ||||
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