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Tender Value
₹4.1 Cr
EMD Value
₹3.5 L
Closing Date
13 Mar 2026, 3:30 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
NORTH
14 conditions · 2 needing a document upload
Financial Eligibility Criteria as per Clause 10.2 of Part-I of IRSGCC-2022 and ACS No.1 dt 14.07.22: 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-F (Annexure-VIB of GCC), 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: as per Clause 10.1 of Part-I of IRSGCC-2022 (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. Note for Item 10.1 of IRSGCC-2022: 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 at least 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.
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.
The original BG (in lieu of Bid Security) should be delivered in person to the official nominated (i.e.OS/Tenders/Engg/GNT Division) before closing date for submission of bids.(i.e., excluding the last date of submission of Bids).
Tender value is including escalation of (-)15% (Minus Fifteen Percent) on CPWD DSR rates. Tenderer should note this before quoting the rates
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.
Proposed Interlocking of mid section 12 Nos of LCs over Guntur Division - Construction of S&T building .
487-DRM-W-GNT-Tid-2841
487-DRM-W-GNT-Tid-2841
Open
Works - General
12 Months
Guntur, Andhra Pradesh
₹0
₹3.5 L
13 Mar 2026
19 Feb 2026
27 Feb 2026
54 items across 2 schedules · ₹4,77,61,815.4 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 2436 | 177.5 | 4,32,390 |
| 2 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 900 | 2,123.75 | 19,11,375 |
| 3 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. | cum | 840 | 308.2 | 2,58,888 |
| 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 | 408 | 7,178.75 | 29,28,930 |
| 5 | 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 | 540 | 9,045.75 | 48,84,705 |
| 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 | 294 | 10,852.95 | 31,90,767.3 |
| 7 | cum | 384 | 11,505.5 | 44,18,112 | |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 906 | 392.15 | 3,55,287.9 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1248 | 927.25 | 11,57,208 |
| 10 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1440 | 736.4 | 10,60,416 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 972 | 961.3 | 9,34,383.6 |
| 12 | Under 20 cm wide | Metre | 504 | 208.55 | 1,05,109.2 |
| 13 | 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 | 228 | 20,355.8 | 46,41,122.4 |
| 14 | With Modular bricks | cum | 489.6 | 8,942.35 | 43,78,174.56 |
| 15 | Second class teak wood | cum | 4.8 | 1,42,949.7 | 6,86,158.56 |
| 16 | 30 mm thick shutters | Sqm | 283.2 | 3,747.3 | 10,61,235.36 |
| 17 | Second class teak wood | Sqm | 75.6 | 3,323.2 | 2,51,233.92 |
| 18 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1200 | 238.35 | 2,86,020 |
| 19 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 720 | 228.85 | 1,64,772 |
| 20 | 300x16 mm | Each | 360 | 303.25 | 1,09,170 |
| 21 | 300x10 mm | Each | 360 | 130.1 | 46,836 |
| 22 | 125 mm | Each | 240 | 66.25 | 15,900 |
| 23 | 100 mm | Each | 120 | 59.55 | 7,146 |
| 24 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Kg | 72 | 141.7 | 10,202.4 |
| 25 | Acid and alkali resistant tile | Sqm | 600 | 1,738.15 | 10,42,890 |
| 26 | Acid and alkali resistant tile | Sqm | 300 | 1,884.9 | 5,65,470 |
| 27 | 1:6 (1 cement: 6 fine sand) | Sqm | 2400 | 333.35 | 8,00,040 |
| 28 | 1:6 (1 cement: 6 fine sand) | Sqm | 1530 | 383 | 5,85,990 |
| 29 | 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 | 3930 | 160.6 | 6,31,158 |
| 30 | 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 | 151.2 | 176.25 | 26,649 |
| 31 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 140 | 13.45 | 1,883 |
| 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 | 140 | 505.65 | 70,791 |
| 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 | 140 | 88.55 | 12,397 |
| 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 | 54 | 972 | 52,488 |
| 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 | 70 | 2,914.3 | 2,04,001 |
| 36 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 12 | 6,515.55 | 78,186.6 |
| 37 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 12 | 2,648.85 | 31,786.2 |
| 38 | 32 mm dia | Each | 12 | 103.9 | 1,246.8 |
| 39 | 15 mm dia nominal bore | Metre | 48 | 366.4 | 17,587.2 |
| 40 | 20 mm dia nominal bore | Metre | 48 | 437.3 | 20,990.4 |
| 41 | 40 mm dia nominal bore | Metre | 120 | 617.05 | 74,046 |
| 42 | 15 mm nominal bore | Each | 24 | 353.25 | 8,478 |
| 43 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 12 | 1,992.6 | 23,911.2 |
| 44 | 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 | 6000 | 11 | 66,000 |
| 45 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 24 | 208.45 | 5,002.8 |
| 46 | 100 mm diameter | Metre | 60 | 443.6 | 26,616 |
| 47 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 360 | 495.05 | 1,78,218 |
| 48 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 144 | 1,139.3 | 1,64,059.2 |
| Schedule total | ₹3,79,85,428.6 | ||||
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nit.pdf
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Approvedlistofbrands.pdf
ATTACHMENT
ConcreteMixdesign.pdf
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earthworkconditions.pdf
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labtesting.pdf
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spl.conditionsbuilding.pdf
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sitelaboratoryestablishmentbycontractor.pdf
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TestingofMaterialsbyNABLandISOcertifiedLaboratories..pdf testing of materials
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LClocations_2.pdf
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2841-44MasterDocument01WorksGCC2022withACS10.pdf Master Tender Document Part I
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2841-42MasterDocument02WorksGCC2022withACS10.pdf Master Tender Document Part II
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TestingofMaterialsbyNABLandISOcertifiedLaboratories..pdf
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2841-44MasterDocument01WorksGCC2022withACS10.pdf
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2841-42MasterDocument02WorksGCC2022withACS10.pdf
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