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Tender Value
₹11.1 Cr
EMD Value
₹7.1 L
Closing Date
22 Jan 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
BUILDINGS
14 conditions · 3 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.
Definition of Similar Work :- Any Civil Engineering works (excluding Track works/Zonal works).
18 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 2023 rates Tenderer should note this before quoting the rates.
All the instructions furnished in the Technical Compliance/ Commercial Compliance/ Custom/ Undertakings/General Instructions/Undertakings 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.
The original Bank Guarantee (in lieu of Bid Security) should be delivered in person to the official nominated (i.e.OS/Tenders/Engg/NED Division) within before closing date for submission of bids.(i.e., excluding the last date of submission of Bids).
Tensile fabrics roof over Porch & Parking, Precast RCC Coping on PF, Ducts on PF & Solar Panels over Parking roof top at ADB, KNVT, HEM, BOKR, WHM & New BO at WHM.
T-202526-2-098~SCR
T-202526-2-098
Open
Works - General
12 Months
Nanded, Maharashtra
₹0
₹7.1 L
22 Jan 2026
31 Dec 2025
8 Jan 2026
64 items across 3 schedules · ₹12,84,16,834.98 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 264 | 217.55 | 57,433.2 |
| 2 | All kinds of soil | cum | 54.02 | 177.5 | 9,588.55 |
| 3 | Ordinary rock | cum | 10.8 | 498.9 | 5,388.12 |
| 4 | Hard rock (blasting prohibited) | cum | 32.4 | 1,432.95 | 46,427.58 |
| 5 | All kinds of soil. | cum | 211.2 | 260.3 | 54,975.36 |
| 6 | Ordinary rock | cum | 26.4 | 632.95 | 16,709.88 |
| 7 | Hard rock (blasting prohibited) | cum | 26.4 | 1,523.05 | 40,208.52 |
| 8 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | Metre | 1000 | 549.75 | 5,49,750 |
| 9 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 72 | 2,123.75 | 1,52,910 |
| 10 | 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 | 1600 | 7,178.75 | 1,14,86,000 |
| 11 | Foundations, footings, bases for columns | Sqm | 1600 | 392.15 | 6,27,440 |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 2197.95 | 392.15 | 8,61,926.09 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 3799.15 | 736.4 | 27,97,694.06 |
| 14 | 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 | 200 | 10,585.9 | 21,17,180 |
| 15 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 37000 | 107.85 | 39,90,450 |
| 16 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 205 | 9,655.7 | 19,79,418.5 |
| 17 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 48 | 733.5 | 35,208 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 150 | 7,132.25 | 10,69,837.5 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 150 | 9,105.95 | 13,65,892.5 |
| 20 | Light shade pigment using white cement | Sqm | 1200 | 1,402 | 16,82,400 |
| 21 | Dark shade pigment using ordinary cement | Sqm | 3600 | 1,119.5 | 40,30,200 |
| 22 | 25 mm thick | Sqm | 4872 | 1,948.25 | 94,91,874 |
| 23 | 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 | 1500 | 738.65 | 11,07,975 |
| 24 | Two or more coats on new work | Sqm | 1000 | 155.9 | 1,55,900 |
| 25 | Two or more coats on new work | Sqm | 100 | 146.8 | 14,680 |
| 26 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 3020 | 2,434.25 | 73,51,435 |
| 27 | In cement mortar | cum | 906 | 2,877.75 | 26,07,241.5 |
| 28 | For thickness of tiles 10 mm to 25 mm | Sqm | 6342 | 73.4 | 4,65,502.8 |
| 29 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | cum | 1510 | 2,818.9 | 42,56,539 |
| 30 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1kilometre, as per direction of Engineer-in-charge. | cum | 1000 | 420.8 | 4,20,800 |
| 31 | 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 | 5594.55 | 263.95 | 14,76,681.47 |
| 32 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 2000 | 218.9 | 4,37,800 |
| 33 | Cement concrete prepared with batch mixing machine | cum | 1000 | 10,529.35 | 1,05,29,350 |
| 34 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre- moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) | per cm depth per cm width per metre length | 5000 | 5.3 | 26,500 |
| 35 | 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 | 200 | 206.3 | 41,260 |
| 36 | Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm | Each | 10 | 7,183.35 | 71,833.5 |
| 37 | Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm | Each | 10 | 5,559.75 | 55,597.5 |
| 38 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 200 | 747.8 | 1,49,560 |
| 39 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- charge). | cum | 72 | 10,117.6 | 7,28,467.2 |
| 40 | Providing and laying C.C. pavement of mix M- 25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). | cum | 855 | 9,823.8 | 83,99,349 |
| 41 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | cum | 400 | 2,784 | 11,13,600 |
| 42 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. | cum | 1000 | 4,148.65 | 41,48,650 |
| 43 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in- Charge. | Sqm | 400 | 131.75 | 52,700 |
| 44 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge. (Old CC paver blocks shall be supplied by the department free of cost). | Sqm | 400 | 402.95 | 1,61,180 |
| 45 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 1000 | 1,091.5 | 10,91,500 |
| 46 | 15 mm dia nominal bore | Metre | 500 | 322.15 | 1,61,075 |
| 47 | 25 mm dia nominal bore | Metre | 500 | 467.75 | 2,33,875 |
| 48 | 50 mm dia nominal bore | Metre | 500 | 762.15 | 3,81,075 |
| 49 | 25 mm nominal bore | Each | 50 | 622.4 | 31,120 |
| 50 | 50 mm nominal bore | Each | 50 | 1,026.65 | 51,332.5 |
| 51 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 200 | 112.8 | 22,560 |
| 52 | 150 mm diameter | Metre | 500 | 695.8 | 3,47,900 |
| 53 | 150 mm dia. R.C.C. pipe | Metre | 500 | 556.45 | 2,78,225 |
| 54 | 600 mm dia RCC pipes. | Metre | 1000 | 3,401.25 | 34,01,250 |
| 55 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | Each | 100 | 1,399.95 | 1,39,995 |
| Schedule total | ₹9,23,81,421.33 | ||||
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