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Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
16 Sept 2026, 2:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
ENGG
14 conditions · 2 needing a document upload
Financial Eligibility Criteria: 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 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.
Technical Eligibility criteria: (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 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: Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. 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 atleast 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. Substantially Completed Work means an ongoing work in which payment equal to or more than 90% of the present contract value (excluding the payment made for adjustment of Price variation (PVC), if any) has been made to the contractor in that ongoing contract and no proceedings of termination of contract on Contractor's default has been initiated. The credential certificate in this regard should have been issued not prior to 60 days of date of invitation of present tender.
Defination of Similar Work :- B-5: Any work consisting of steel fabrication and erection of FOB or Steel / Composite girder Bridges or ROB with steel composite girder or Industrial Shed or PF shelter (steel) or Microwave / HT tower or replacement of steel members / repairs on steel girder Bridges or Steel Sleepers over girder Bridges.
16 conditions · 5 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.
Tender value is including escalation of (-)15% (minus fifteen percent) on CPWD DSR rates. Tenderer should note this before quoting the rates.
The original Bank Guarantee (in lieu of Bid Security) should be delivered in person to the official nominated (i.e OS/Tenders/Engg/SC Division) as indicated in the tender document before closing date for submission of bids. (i.e. excluding the last date of submission of Bids).
All the instructions furnished in the Technical Compliance / Commercial Compliance / Custom / Undertakings / General lnstructions are only indicative and not exhaustive. The tenderer shall read the GCC / Tender documents for complete details.
The tenderer shall thoroughly go through the entire tender documents and strictly adhere to the instructions and directions given therein.
SW I.Dornakal Jn - Construction of additional COPs in stations under ADEN/DKJ Section.SW II.Construction of Shed for Sr. Section Engineer (Signal) office at Dornakal.
140_S_SC_26_OT~SCR
140_S_SC_26_OT
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹3.0 L
20 Aug 2026
20 Aug 2026
2 Sept 2026
93 items across 5 schedules · ₹1,77,54,892.78 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 445 | 177.5 | 78,987.5 |
| 2 | All kinds of soil. | cum | 24 | 260.3 | 6,247.2 |
| 3 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 100 | 215.6 | 21,560 |
| 4 | 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 | 216.5 | 196 | 42,434 |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 360 | 700.5 | 2,52,180 |
| 6 | All kinds of soil | cum | 154 | 126.8 | 19,527.2 |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 164 | 2,123.75 | 3,48,295 |
| 8 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 100 | 17.6 | 1,760 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 370.5 | 392.15 | 1,45,291.58 |
| 10 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 33 | 736.4 | 24,301.2 |
| 11 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 5 | 951.1 | 4,755.5 |
| 12 | 40 mm thick | Sqm | 2 | 1,706.55 | 3,413.1 |
| 13 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 1.5 | 733.5 | 1,100.25 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 18 | 7,132.25 | 1,28,380.5 |
| 15 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 70 | 8,333.65 | 5,83,355.5 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 17 | 7,311.25 | 1,24,291.25 |
| 17 | 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 | 230 | 1,267.95 | 2,91,628.5 |
| 18 | Second class teak wood | cum | .2 | 1,42,949.7 | 28,589.94 |
| 19 | 35 mm thick shutters | Sqm | 2 | 4,111.95 | 8,223.9 |
| 20 | Second class teak wood | Sqm | 4 | 3,323.2 | 13,292.8 |
| 21 | 250x10 mm | Each | 4 | 83.9 | 335.6 |
| 22 | 125x64x2.50 mm | Each | 12 | 129.85 | 1,558.2 |
| 23 | 100 mm | Each | 2 | 206.25 | 412.5 |
| 24 | 125 mm | Each | 4 | 119.2 | 476.8 |
| 25 | 80x1.20 mm M.S. laths with 1.20 mm thick top cover | Sqm | 11 | 3,307.05 | 36,377.55 |
| 26 | Providing and fixing ball bearing for rolling shutters. | Each | 4 | 492.35 | 1,969.4 |
| 27 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 190 | 614.2 | 1,16,698 |
| 28 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | Sqm | 65 | 83.85 | 5,450.25 |
| 29 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 186 | 1,328.35 | 2,47,073.1 |
| 30 | Providing flat iron brackets 50x3 mm size with necessary bolts, nuts and washers etc. for fixing G.S. sheets gutters with purlins. | Metre | 408 | 92.4 | 37,699.2 |
| 31 | 75 mm diameter | Metre | 5 | 248.8 | 1,244 |
| 32 | 110 mm diameter | Metre | 70 | 377.4 | 26,418 |
| 33 | 110 mm | Each | 12 | 136.15 | 1,633.8 |
| 34 | 75 mm bend | Each | 5 | 105.9 | 529.5 |
| 35 | 110 mm bend | Each | 17 | 150.35 | 2,555.95 |
| 36 | 110 mm Shoe | Each | 12 | 131.85 | 1,582.2 |
| 37 | 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 | 1571 | 738.65 | 11,60,419.15 |
| 38 | Ridges plain (500 - 600mm) | Metre | 182 | 532.35 | 96,887.7 |
| 39 | Crimp curve | Sqm | 24 | 496.75 | 11,922 |
| 40 | 1:6 (1 cement: 6 coarse sand) | Sqm | 326 | 395.35 | 1,28,884.1 |
| 41 | 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 | 245 | 518.55 | 1,27,044.75 |
| 42 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 80 | 185.65 | 14,852 |
| 43 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 50 | 116.9 | 5,845 |
| 44 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 245 | 160.6 | 39,347 |
| 45 | Two or more coats on new work | Sqm | 34 | 155.9 | 5,300.6 |
| 46 | Two or more coats on new work | Sqm | 595 | 146.8 | 87,346 |
| 47 | One or more coats on old work | Sqm | 1650 | 96 | 1,58,400 |
| 48 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 183 | 2,434.25 | 4,45,467.75 |
| 49 | In cement mortar | cum | 100 | 2,060.2 | 2,06,020 |
| 50 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 1000 | 5.65 | 5,650 |
| 51 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 640 | 266.45 | 1,70,528 |
| 52 | G.S. Sheet | Sqm | 100 | 164.95 | 16,495 |
| 53 | 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 | 650 | 263.95 | 1,71,567.5 |
| 54 | 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 | 90 | 972 | 87,480 |
| 55 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.. | Metre | 150 | 3,439.5 | 5,15,925 |
| 56 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 640 | 1,091.5 | 6,98,560 |
| 57 | Up to 300 mm dia | Quintal | 60 | 6,352.4 | 3,81,144 |
| 58 | 150 mm dia pipe | Metre | 2 | 2,037 | 4,074 |
| 59 | Square shape 450 mm internal dimension | Each | 6 | 1,386.55 | 8,319.3 |
| Schedule total | ₹71,57,107.82 | ||||
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Mastertenderbooklet2ason26.03.2026.pdf
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Mastertenderbooklet1ason26.03.2026.pdf
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Building master conditions
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STCableprotectionconditions.pdf
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Scopeofwork_1.pdf
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Bifurcationofworks.pdf
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MasterDocumentforSpecialConditionsforcontractsforCivil-Buildingworks-Correctedon10.03.2026.pdf
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