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Tender Value
₹59.1 L
EMD Value
₹1.2 L
Closing Date
11 Feb 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
DRM WA
15 conditions · 4 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.
1. (a)The tenderer must have successfully completed or substantially completed any of the following 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) (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 of the following 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 fulfil 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 Sublette, 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.
2. 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. Organization, 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
3.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 new RPF out post at BNLW station 10 Bed barrack with centralizes cooling system and furniture.
ENGG-JP-2025-26-142~NWR
ENGG-JP-2025-26-142
Open
Works - General
12 Months
Jaipur, Rajasthan
₹0
₹1.2 L
11 Feb 2026
16 Jan 2026
28 Jan 2026
64 items across 1 schedule · ₹95,28,385 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 300 | 286.85 | 86,055 |
| 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 | 150 | 253.95 | 38,092.5 |
| 3 | 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 | 25 | 7,783.65 | 1,94,591.25 |
| 4 | 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 | 30 | 6,326.05 | 1,89,781.5 |
| 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 | 10 | 9,793.75 | 97,937.5 |
| 6 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 500 | 766.55 | 3,83,275 |
| 7 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 200 | 608.35 | 1,21,670 |
| 8 | Under 20 cm wide | Metre | 100 | 181.9 | 18,190 |
| 9 | 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 | 4 | 9,673.5 | 38,694 |
| 10 | 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 | 4 | 18,644.6 | 74,578.4 |
| 11 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 1000 | 89.65 | 89,650 |
| 12 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 5000 | 89.65 | 4,48,250 |
| 13 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 30 | 8,683.8 | 2,60,514 |
| 14 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 50 | 10,306.2 | 5,15,310 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 6,658.25 | 3,32,912.5 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 150 | 8,288.35 | 12,43,252.5 |
| 17 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 50 | 837.85 | 41,892.5 |
| 18 | Cement mortar 1:3 (1 cement :3 coarse sand) | Sqm | 1000 | 1,043.1 | 10,43,100 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 200 | 6,653.45 | 13,30,690 |
| 20 | Area of slab over 0.50 sqm | Sqm | 15 | 4,425.35 | 66,380.25 |
| 21 | 32 mm long | Each | 50 | 20.75 | 1,037.5 |
| 22 | Sal wood | cum | 1 | 1,06,720.85 | 1,06,720.85 |
| 23 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 30 | 1,881.95 | 56,458.5 |
| 24 | 250x16 mm | Each | 24 | 165.9 | 3,981.6 |
| 25 | 150x10 mm | Each | 15 | 232.3 | 3,484.5 |
| 26 | 50 mm | Each | 10 | 306.4 | 3,064 |
| 27 | Providing and fixing 50 mm bright finished brass cup board or wardrobe knob of approved quality with necessary screws. | Each | 10 | 63.65 | 636.5 |
| 28 | 125 mm | Each | 12 | 205.1 | 2,461.2 |
| 29 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 6 | 109.6 | 657.6 |
| 30 | 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 | 50 | 408.25 | 20,412.5 |
| 31 | 30 mm thick plain PVC door shutters | Sqm | 20 | 2,455.1 | 49,102 |
| 32 | With decorative veneering on one side and commercial veneering on other side | Sqm | 12 | 1,668.3 | 20,019.6 |
| 33 | 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 | 111.95 | 11,195 |
| 34 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 15 | 9,397.35 | 1,40,960.25 |
| 35 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1000 | 142.3 | 1,42,300 |
| 36 | Ordinary cement without any pigment | Sqm | 100 | 1,185.3 | 1,18,530 |
| 37 | 25 mm thick | Sqm | 150 | 1,706.6 | 2,55,990 |
| 38 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 60 | 2,038.55 | 1,22,313 |
| 39 | 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 250 | 1,107.05 | 2,76,762.5 |
| 40 | 110 mm diameter | Metre | 50 | 319.75 | 15,987.5 |
| 41 | 110 mm | Each | 20 | 309.5 | 6,190 |
| 42 | 1:6 (1 cement: 6 fine sand) | Sqm | 1200 | 324.3 | 3,89,160 |
| 43 | 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 |
| 44 | 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 | 1200 | 158.95 | 1,90,740 |
| 45 | Two or more coats on new work | Sqm | 50 | 131.45 | 6,572.5 |
| 46 | Second class teak wood | Sqm | 15 | 4,155.75 | 62,336.25 |
| 47 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 3 | 5,781.35 | 17,344.05 |
| 48 | Single squatting plate with 5 litre P.V.C. automatic flushing cistern | Each | 3 | 7,752.6 | 23,257.8 |
| 49 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 2 | 2,275 | 4,550 |
| 50 | 510x1040 mm bowl depth 250 mm | Each | 2 | 6,008.45 | 12,016.9 |
| 51 | 32 mm dia | Each | 4 | 90.95 | 363.8 |
| 52 | 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 | 4 | 1,411.15 | 5,644.6 |
| 53 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 100 | 1,018.05 | 1,01,805 |
| 54 | Sand cast iron S&S as per IS: 3989 | Each | 15 | 1,604.1 | 24,061.5 |
| 55 | 15 mm dia nominal bore | Metre | 50 | 485.2 | 24,260 |
| 56 | 15 mm dia nominal bore | Metre | 60 | 267.5 | 16,050 |
| 57 | 25 mm dia nominal bore | Metre | 130 | 417.95 | 54,333.5 |
| 58 | 25 to 40 mm nominal bore | Each | 20 | 757.1 | 15,142 |
| 59 | 100 mm diameter | Each | 3 | 166.35 | 499.05 |
| 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. | Litre | 5000 | 9.7 | 48,500 |
| 61 | 15 mm nominal bore | Each | 8 | 434.2 | 3,473.6 |
| 62 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 3 | 28,029.15 | 84,087.45 |
| 63 | Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) | Kg | 350 | 573.4 | 2,00,690 |
| 64 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 10 | 1,325.55 | 13,255.5 |
| Schedule total | ₹95,28,385 | ||||
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