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Tender Value
₹95.5 L
EMD Value
₹1.9 L
Closing Date
10 Jun 2026, 2:00 pmClosed
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 :- C-2: Any Civil Engineering Works (excluding Track works / Zonal works).
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.
Secunderabad Division- BPQ -MAGH and MAGH-GDCR Sections: Improvements to LCs Road surface, gate lodges between BPQ - MAGH - GDCR stations and provision of Standard height gauges Between MAGH-GDCR Stations under ADEN/BPA sub division in Sr.DEN /North/SC section.
62_N_SC_26_OT
62_N_SC_26_OT
Open
Works - General
9 Months
Hyderabad, Telangana
₹0
₹1.9 L
10 Jun 2026
19 May 2026
27 May 2026
83 items across 5 schedules · ₹22,24,047.5 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 70 | 177.5 | 12,425 |
| 2 | All kinds of soil. | cum | 135 | 260.3 | 35,140.5 |
| 3 | 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 | 235 | 700.5 | 1,64,617.5 |
| 4 | All kinds of soil | Sqm | 1800 | 34.15 | 61,470 |
| 5 | 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 | 4000 | 17.6 | 70,400 |
| 6 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 9,095.05 | 4,54,752.5 |
| 7 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 7,311.25 | 3,65,562.5 |
| 8 | 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 | 40 | 1,267.95 | 50,718 |
| 9 | Second class teak wood | cum | .18 | 1,42,949.7 | 25,730.95 |
| 10 | 30 mm thick shutters | Sqm | 8.1 | 3,747.3 | 30,353.13 |
| 11 | Second class teak wood | Sqm | 8.1 | 3,323.2 | 26,917.92 |
| 12 | 300x16 mm | Each | 5 | 216.55 | 1,082.75 |
| 13 | 200x10 mm | Each | 10 | 69.4 | 694 |
| 14 | 125 mm | Each | 10 | 39.95 | 399.5 |
| 15 | 125x64x1.90 mm | Each | 30 | 118.2 | 3,546 |
| 16 | 250x16 mm | Each | 10 | 260.6 | 2,606 |
| 17 | 200x10 mm | Each | 10 | 99.7 | 997 |
| 18 | 100 mm | Each | 10 | 59.55 | 595.5 |
| 19 | Using R2 series with frame (39mm & above) x (39mm & above) & sash (39mm & above) x (60mm & above) & mullion (39mm & above) x (60mm & above). (Height upto 1.2 meter). | Sqm | 10 | 13,078.7 | 1,30,787 |
| 20 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 230 | 8,595.15 | 19,76,884.5 |
| 21 | Dark shade pigment using ordinary cement | Sqm | 22 | 1,119.5 | 24,629 |
| 22 | 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 colours such as 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 pigment etc., complete. | Sqm | 20 | 1,096.55 | 21,931 |
| 23 | Size of Tile 600x600 mm | Sqm | 60 | 1,553.45 | 93,207 |
| 24 | 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 | 180 | 738.65 | 1,32,957 |
| 25 | 1:4 (1 cement: 4 fine sand) | Sqm | 90 | 399.45 | 35,950.5 |
| 26 | One or more coats on old work | Sqm | 200 | 102.8 | 20,560 |
| 27 | Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. | Sqm | 600 | 112.9 | 67,740 |
| 28 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 12 | 2,434.25 | 29,211 |
| 29 | bituminous road | Sqm | 650 | 428.5 | 2,78,525 |
| 30 | 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 | 90 | 54.65 | 4,918.5 |
| 31 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 3900 | 48.2 | 1,87,980 |
| 32 | For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. | Sqm | 3280 | 505.65 | 16,58,532 |
| 33 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 3800 | 88.55 | 3,36,490 |
| 34 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylonitrile ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. | Each | 290 | 206.3 | 59,827 |
| 35 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | cum | 120 | 2,914.3 | 3,49,716 |
| 36 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 4 | 6,767.4 | 27,069.6 |
| 37 | For horizontal surface one coat @1.10 kg per sqm. | Sqm | 4 | 362.8 | 1,451.2 |
| 38 | 300 mm dia | Metre | 120 | 707.75 | 84,930 |
| 39 | 150 mm nominal size dia | Metre | 120 | 793.25 | 95,190 |
| 40 | Frame size 50 x 100 mm | Metre | 23.75 | 947.7 | 22,507.88 |
| 41 | 30 mm thick | Sqm | 6.4 | 4,346.7 | 27,818.88 |
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details.html
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nit.pdf
NIT
Master Document for Special Conditi
ATTACHMENT
Scopeofwork.pdf
ATTACHMENT
ListofLCs.pdf
ATTACHMENT
TenderSchedule.pdf
ATTACHMENT
SpecialconditionsofLC.pdf
ATTACHMENT
Height Gauge RDSO drg 2
ATTACHMENT
HeightgaugeRDSODrgUpto7.3m.pdf
ATTACHMENT
Mastertenderbooklet2ason26.03.2026.pdf
ATTACHMENT
Mastertenderbooklet1ason26.03.2026.pdf
ATTACHMENT
MasterDocumentforSpecialConditionsforcontractsforCivil-Buildingworks-Correctedon10.03.2026.pdf
ATTACHMENT
7.3-12.2m-rdso-00002-05-0standard-plan-height-gauge-for-level-crossing.pdf
ATTACHMENT
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