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Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
10 Sept 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
ADEN DNA
14 conditions · 2 needing a document upload
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 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 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: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii)One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b) (1)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: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)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) (3) 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 Contractor 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 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 work 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.
Defination of Similar Work :- Any Civil Engineering work
10 conditions · 2 needing a document upload
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.
General Conditions of the Contract (GCC), 2022 is applicable to this contract.
Non-compliance with any of the conditions set forth therein above is liable to result in the tender being rejected.
It shall not be obligatory on the said authority to accept the lowest tender and no tenderer/tenderers shall demand any explanation for the cause of rejection of his/their tender.
If the tenderers deliberately gives/give wrong information in his/their tender or creates/create circumstances for the acceptance of his/their tender, the Railway reserves the right to reject such tender at any stage.
If the tenderer/s expires after the submission of his/their tender or after the acceptance of his tender, the Rly. shall deem such tender as cancelled. If a partner of a firm expires after the submission of their tender or after the acceptance of their tender, the Railway shall deem such tender as cancelled unless the firm retains its character.
Provision of lift at each PF 1 & 2 at Makrana NSG-4, Ladnun and Deshnokh NSG-5 Station in the jurisdiction of Sr. DEN/North
136of2026-27~NWR
136of2026-27
Open
Works - General
12 Months
Jodhpur, Rajasthan
₹0
₹3.2 L
13 Aug 2026
13 Aug 2026
27 Aug 2026
46 items across 1 schedule · ₹2,28,39,085.65 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 396 | 260.3 | 1,03,078.8 |
| 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 | 312 | 196 | 61,152 |
| 3 | All kinds of soil | cum | 102 | 126.8 | 12,933.6 |
| 4 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 54 | 7,178.75 | 3,87,652.5 |
| 5 | 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 | 3 | 6,812 | 20,436 |
| 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 | 54 | 9,045.75 | 4,88,470.5 |
| 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 | 42 | 10,852.95 | 4,55,823.9 |
| 8 | cum | 30 | 11,505.5 | 3,45,165 | |
| 9 | cum | 216 | 11,125.2 | 24,03,043.2 | |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 54 | 392.15 | 21,176.1 |
| 11 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 516 | 842.5 | 4,34,730 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 108 | 927.25 | 1,00,143 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 6 | 736.4 | 4,418.4 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 240 | 961.3 | 2,30,712 |
| 15 | Chimneys and shafts | Sqm | 1098 | 803.25 | 8,81,968.5 |
| 16 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | Sqm | 1350 | 1,028.4 | 13,88,340 |
| 17 | 20 mm dia.& 225 mm length | Each SET | 1980 | 201.55 | 3,99,069 |
| 18 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 1230 | 384.3 | 4,72,689 |
| 19 | Providing, transporting, 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 | 6 | 20,355.8 | 1,22,134.8 |
| 20 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 5730 | 107.85 | 6,17,980.5 |
| 21 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 28290 | 107.85 | 30,51,076.5 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 9 | 9,105.95 | 81,953.55 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 18 | 7,311.25 | 1,31,602.5 |
| 24 | Masonry work (second sort), in cement mortar 1:6 (1 cement: 6 coarse sand) | cum | 12 | 10,128.1 | 1,21,537.2 |
| 25 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 1080 | 5,015.05 | 54,16,254 |
| 26 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 408 | 117.35 | 47,878.8 |
| 27 | 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 | 4878 | 133.7 | 6,52,188.6 |
| 28 | Electric resistance or induction butt welded tubes | Kg | 1368 | 194.4 | 2,65,939.2 |
| 29 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 186 | 97.2 | 18,079.2 |
| 30 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1488 | 172.6 | 2,56,828.8 |
| 31 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 12 | 1,328.35 | 15,940.2 |
| 32 | 25 mm thick | Sqm | 276 | 1,948.25 | 5,37,717 |
| 33 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 156 | 4,481.3 | 6,99,082.8 |
| 34 | 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 | 84 | 738.65 | 62,046.6 |
| 35 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 1092 | 518.55 | 5,66,256.6 |
| 36 | Flush / Ruled/ Struck or weathered pointing | Sqm | 36 | 257.35 | 9,264.6 |
| 37 | New work (three or more coats) | Sqm | 12 | 39.05 | 468.6 |
| 38 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 768 | 171.1 | 1,31,404.8 |
| 39 | Two or more coats on new work | Sqm | 762 | 155.9 | 1,18,795.8 |
| 40 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 30 | 2,434.25 | 73,027.5 |
| 41 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 30 | 1,503.6 | 45,108 |
| 42 | Water bound macadam road | Sqm | 18 | 217.45 | 3,914.1 |
| 43 | bituminous road | Sqm | 72 | 428.5 | 30,852 |
| 44 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in- charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 342 | 263.95 | 90,270.9 |
| 45 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 1650 | 530.9 | 8,75,985 |
| 46 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. | Sqm | 1728 | 338.25 | 5,84,496 |
| Schedule total | ₹2,28,39,085.65 | ||||
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nit.pdf
NIT
FinalSTDWorks12.2.20191.pdf
ATTACHMENT
GCC 2022
ATTACHMENT
CorrigendumintenderdocumentJU01052023.pdf
ATTACHMENT
ACSno1to6inGCC2022_1.pdf
ATTACHMENT
ACS07to10inGCC2022.pdf
ATTACHMENT
ClarificationregardingsubmissionofAnnexure-VofGCC90024.pdf Annexure V
ATTACHMENT
Seeking clearfication
ATTACHMENT
ACS1113032026GCC2022.pdf
ATTACHMENT
GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27.04.221.pdf
ATTACHMENT
ClarificationregardingsubmissionofAnnexure-VofGCC90024.pdf
ATTACHMENT
SeekingclarificationonapplicabilityofGCCCorrectionSlipNo1024-06-2025.pdf
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