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Tender Value
₹85.5 L
EMD Value
₹1.7 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
Revenue
DRMWA
15 conditions · 4 needing a document upload
Financial Eligibility Criteria: 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)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 fulfillment 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. Any work or set of works shall be considered to be a separate component, only when cost of the component is more than 2 crore each. (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 orjointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing
2However, if required in tender documents by way of Special Conditions, a formal agreement duly notarized, 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 fulfillment 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. 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 issuedbyapersonauthorizedbythePubliclistedcompanytoissuesuchcertificates. 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 WORKS- ANY CIVIL ENGINEERING WORKS
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.
ADEN-FL Sub Division:-Improvement of Eco Park Building at Phulera station for Scout & guide Campus.
ENGG-JP-2026-27-03
ENGG-JP-2026-27-03
Open
Works - General
6 Months
Jaipur, Rajasthan
₹0
₹1.7 L
30 Apr 2026
8 Apr 2026
16 Apr 2026
62 items across 2 schedules · ₹2,70,390 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 40 | 177.5 | 7,100 |
| 2 | 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 | 20 | 196 | 3,920 |
| 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 | 95 | 6,812 | 6,47,140 |
| 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 | 45 | 10,105.1 | 4,54,729.5 |
| 5 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 200 | 749.3 | 1,49,860 |
| 6 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10 | 9,105.95 | 91,059.5 |
| 7 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 50 | 905.05 | 45,252.5 |
| 8 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 5 | 7,311.25 | 36,556.25 |
| 9 | Area of slab over 0.50 sqm | Sqm | 10 | 5,136.3 | 51,363 |
| 10 | 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 | 350 | 1,267.95 | 4,43,782.5 |
| 11 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 15 | 3,167.95 | 47,519.25 |
| 12 | With 12 mm mild steel U beading | Sqm | 25 | 939.2 | 23,480 |
| 13 | 300x16 mm | Each | 30 | 216.55 | 6,496.5 |
| 14 | 250x16 mm | Each | 30 | 193.7 | 5,811 |
| 15 | 200x10 mm | Each | 30 | 69.4 | 2,082 |
| 16 | 150x10 mm | Each | 30 | 59.45 | 1,783.5 |
| 17 | 125 mm | Each | 30 | 39.95 | 1,198.5 |
| 18 | Single rubber stopper | Each | 20 | 39.6 | 792 |
| 19 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm 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 | 492.7 | 24,635 |
| 20 | 30 mm thick plain PVC door shutters | Sqm | 10 | 3,182.95 | 31,829.5 |
| 21 | Second class teak wood | Sqm | 25 | 5,024.15 | 1,25,603.75 |
| 22 | 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 | 500 | 133.7 | 66,850 |
| 23 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 100 | 1,328.35 | 1,32,835 |
| 24 | Size of Tile 600x600 mm | Sqm | 100 | 1,553.45 | 1,55,345 |
| 25 | In 75x75 mm deep chase | Metre | 100 | 305.15 | 30,515 |
| 26 | 1:4 (1 cement: 4 coarse sand) | Sqm | 5000 | 357.35 | 17,86,750 |
| 27 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 5000 | 262.7 | 13,13,500 |
| 28 | Flush/ Ruled pointing | Sqm | 400 | 214.2 | 85,680 |
| 29 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 1200 | 176.25 | 2,11,500 |
| 30 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 1000 | 170.7 | 1,70,700 |
| 31 | Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. | Sqm | 500 | 72.45 | 36,225 |
| 32 | 3 mm thick | Sqm | 500 | 560.95 | 2,80,475 |
| 33 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 5000 | 54.65 | 2,73,250 |
| 34 | 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 | 100 | 972 | 97,200 |
| 35 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 3 | 6,767.4 | 20,302.2 |
| 36 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 3 | 6,515.55 | 19,546.65 |
| 37 | White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap | Each | 5 | 1,513.6 | 7,568 |
| 38 | 610x460 mm bowl depth 200 mm | Each | 1 | 3,873.8 | 3,873.8 |
| 39 | White glazed fire clay draining board of size 600x450x 25 mm | Each | 1 | 1,579.65 | 1,579.65 |
| 40 | 10 litre capacity - White | Each | 5 | 1,190.65 | 5,953.25 |
| 41 | Providing and fixing 600x450 mm bevelled 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 | 5 | 1,607.95 | 8,039.75 |
| 42 | 40 mm nominal dia Pipes | Metre | 80 | 702.95 | 56,236 |
| 43 | 15 mm nominal dia Pipes | Metre | 200 | 497.8 | 99,560 |
| 44 | 25 mm nominal dia Pipes | Metre | 100 | 627.25 | 62,725 |
| 45 | 15 mm dia nominal bore | Metre | 150 | 580.45 | 87,067.5 |
| 46 | 25 mm dia nominal bore | Metre | 50 | 467.75 | 23,387.5 |
| 47 | 50 mm dia nominal bore | Metre | 20 | 762.15 | 15,243 |
| 48 | Class II | Each | 3 | 4,985.85 | 14,957.55 |
| 49 | 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 | 3000 | 11 | 33,000 |
| 50 | 15 mm nominal bore | Each | 10 | 506.8 | 5,068 |
| 51 | 15 mm nominal bore | Each | 10 | 820.7 | 8,207 |
| 52 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 20 | 118.5 | 2,370 |
| 53 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 50 | 688.9 | 34,445 |
| 54 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 30 | 8,042.3 | 2,41,269 |
| 55 | Cement mortar 1:3 (1 cement : 3 coarse sand) | cum | 15 | 16,112.1 | 2,41,681.5 |
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