| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1718869990000 | 0 | None | None | Roads | 1 Construction of Ramagiri Road balance length(0.55km) at Solar Park in Pavagada Taluk | 3194130.86 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3316672 | 115949 | None | 3.5, Vol-3 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Sqm | 7.08 | 7.08 | 375.0 | False | None | None | False | None | False | 2655.0 | 0 | | 3316673 | 115949 | None | 4.1A(V), Vol-3 | Granular Sub-Base Plant Mix Method Construction of Granular Sub-Base of required grading as
per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with
vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 2934.66 | 2934.66 | 125.0 | False | None | None | False | None | False | 366832.5 | 0 | | 3316674 | 115949 | None | 4.17 A Vol-3 | Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 3019.62 | 3019.62 | 308.0 | False | None | None | False | None | False | 930042.96 | 0 | | 3316675 | 115949 | None | 5.1A(i) Vol-3 | Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Sqm | 48.38 | 48.38 | 2062.5 | False | None | None | False | None | False | 99783.75 | 0 | | 3316676 | 115949 | None | 5.3 (1) Vol-3 | Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Sqm | 14.16 | 14.16 | 2062.5 | False | None | None | False | None | False | 29205.0 | 0 | | 3316677 | 115949 | None | 5.6, C Vol-3 | Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 8805.16 | 8805.16 | 103.12 | False | None | None | False | None | False | 907988.0992 | 0 | | 3316678 | 115949 | None | 5.31, C Vol-3 | Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 11979.36 | 11979.36 | 51.56 | False | None | None | False | None | False | 617655.8016 | 0 | | 3316679 | 115949 | None | 3.6, Vol-3 | Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 581.74 | 581.74 | 412.5 | False | None | None | False | None | False | 239967.75 | 0 |
| | 1718869990000 | 0 | None | None | Roads | 2 Construction of road from Thirumani Village to Annadanapura limits in Pavagada Taluk | 5819817.68 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3316680 | 115950 | None | 2.5(ii)A,Vol-3 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness By Mechanical Means using Dozer In area of light jungle ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | 100 Sqm | 463.74 | 463.74 | 12.96 | False | None | None | False | None | False | 6010.0704 | 0 | | 3316681 | 115950 | None | 1.14.1, Vol-1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 120.36 | 120.36 | 486.0 | False | None | None | False | None | False | 58494.96 | 0 | | 3316682 | 115950 | None | 3.5, Vol-3 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Sqm | 7.08 | 7.08 | 3600.0 | False | None | None | False | None | False | 25488.0 | 0 | | 3316683 | 115950 | None | 3.7, Vol-3 | Compacting Original Ground Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction(page no.15, Item no. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 123.9 | 123.9 | 540.0 | False | None | None | False | None | False | 66906.0 | 0 | | 3316684 | 115950 | None | 1.8, Vol-1 | Construction of Embankment by excavating the available approved Gravel /Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 559.32 | 559.32 | 248.4 | False | None | None | False | None | False | 138935.088 | 0 | | 3316685 | 115950 | None | 4.1A(V), Vol-3 | Granular Sub-Base Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 2934.66 | 2934.66 | 405.0 | False | None | None | False | None | False | 1188537.3 | 0 | | 3316686 | 115950 | None | 4.17 A Vol-3 | Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 3019.62 | 3019.62 | 648.0 | False | None | None | False | None | False | 1956713.76 | 0 | | 3316687 | 115950 | None | 5.1A(i) Vol-3 | Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Sqm | 48.38 | 48.38 | 2700.0 | False | None | None | False | None | False | 130626.0 | 0 | | 3316688 | 115950 | None | 5.3 (1) Vol-3 | Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Sqm | 14.16 | 14.16 | 2700.0 | False | None | None | False | None | False | 38232.0 | 0 | | 3316689 | 115950 | None | 5.6, C Vol-3 | Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 8805.16 | 8805.16 | 135.0 | False | None | None | False | None | False | 1188696.6 | 0 | | 3316690 | 115950 | None | 5.31, C Vol-3 | Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 11979.36 | 11979.36 | 67.5 | False | None | None | False | None | False | 808606.8 | 0 | | 3316691 | 115950 | None | 3.6, Vol-3 | Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 581.74 | 581.74 | 259.2 | False | None | None | False | None | False | 150787.008 | 0 | | 3316692 | 115950 | None | 8.16(iii) Vol-3 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | No | 993.56 | 993.56 | 7.0 | False | None | None | False | None | False | 6954.92 | 0 | | 3316693 | 115950 | None | 8.16(ii), Vol-3 | Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | No | 3453.86 | 3453.86 | 2.0 | False | None | None | False | None | False | 6907.72 | 0 | | 3316694 | 115950 | None | 8.8, Vol-3 | Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retrore flectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Sqm | 11448.36 | 11448.36 | 2.7 | False | None | None | False | None | False | 30910.572 | 0 | | 3316695 | 115950 | None | 8.6,A,(iv) Vol-3 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilateral triangle. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Each | 4252.72 | 4252.72 | 4.0 | False | None | None | False | None | False | 17010.88 | 0 |
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| generalCriterionList | | createdTs | version | createdDate | modifiedDate | criterionType | description | tenderEligibilityCriterionDocumentList |
|---|
| 1718869990000 | 0 | None | None | ELIGIBILITY | Tenders from Joint ventures are not acceptable. | None | | 1718869990000 | 0 | None | None | ELIGIBILITY | Bidders shall not be under a declaration of ineligibility for
corrupt and fraudulent practices issued by Government of Karnataka
| None | | 1718869990000 | 0 | None | None | ELIGIBILITY | Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. | None | | 1718869990000 | 0 | None | None | ELIGIBILITY | It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. | None | | 1718869990000 | 0 | None | None | ELIGIBILITY | EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. | None | | 1718870009000 | 0 | None | None | ELIGIBILITY | Conditional tenders will not be accepted. | None | | 1718870015000 | 0 | None | None | ELIGIBILITY | Department will not supply any materials. | None | | 1718870020000 | 0 | None | None | ELIGIBILITY | The tenderer should submit proposed methodology and programme of construction backed with equipment and material planning, & deployment duly supported with broad calculation and quality management , plan, proposed to be adopted justifying their capability of execution and completion of the work as per technical specifications and within the stipulated period of completion. | None | | 1718870024000 | 0 | None | None | ELIGIBILITY | The cost of the Tender form shall not be refundable. | None | | 1718870029000 | 0 | None | None | ELIGIBILITY | Original documents and Certificates shall be produced at the time of opening of Technical bid | None | | 1718870033000 | 0 | None | None | ELIGIBILITY | Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. | None | | 1718870037000 | 0 | None | None | ELIGIBILITY | As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund. | None | | 1718870042000 | 0 | None | None | ELIGIBILITY | All the formats prescribes in the bid document shall be filled by the Tenderer in complete manner otherwise it will be rejected. | None | | 1718870046000 | 0 | None | None | ELIGIBILITY | In case if the death of a contractor, after executing the agreement / commencement of the work, his legal heir, is an eligible registered contractor and is willing, can execute and complete the work, at the accepted tender rates, irrespective of the cost of the work. | None | | 1718870053000 | 0 | None | None | ELIGIBILITY | All the terms in the tender include all lead lift, loading, unloading, transportation, labour, hire charges of machinery, curing for concrete works. | None | | 1718870059000 | 0 | None | None | ELIGIBILITY | Contractors should follow strictly prevailing rules of labour act . | None | | 1718870065000 | 0 | None | None | ELIGIBILITY | The tender validity period is 90 Days from last date of receipt of Tenders. | None | | 1718870074000 | 0 | None | None | ELIGIBILITY | The intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the Standard Bid document KW 3 . | None | | 1718870081000 | 0 | None | None | ELIGIBILITY | The employer is not responsible for any delay in accessing KPPP Portal. | None | | 1718870085000 | 0 | None | None | ELIGIBILITY | Make the EMD payment of 1-00 Lakh through E payment and remaining amount through the Bank guarantee and copy of BG should be uploaded as specified in the technical parameter and shall be valid for 45 days beyond the validity of tender. | None | | 1718870089000 | 0 | None | None | ELIGIBILITY | Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, PWD Division, Madhugiri during office hours on all working days. It may be noted that if any of the dates mentioned above happened to be a General Holiday , the next working day will hold good in lieu of the dates mentioned. | None | | 1718870103000 | 0 | None | None | ELIGIBILITY | The contractor should maintain the work for the period of ONE year after the completion of the work at his own cost. | None | | 1718870111000 | 0 | None | None | ELIGIBILITY | The Contractor shall furnish compulsory the value of existing commitments and ongoing works to be complete during the next 05 Months (B Value) | None | | 1718870116000 | 0 | None | None | ELIGIBILITY | It is mandatory that the Turn over certificate should be duly signed by an registered Chartered Accountant along with UDIN number. | None | | 1718870120000 | 0 | None | None | ELIGIBILITY | All item rates are inclusive of GST.Hence GST shall not be paid separately | None |
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| technicalCriterionList | | createdTs | version | createdDate | modifiedDate | description | criterionCategoryText | criterionTypeOthersValue | tenderTechnicalCriterionDocumentList |
|---|
| None | None | None | None | Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) | None | None | | | None | None | None | None | Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender) | None | None | | | None | None | None | None | Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction) | None | None | | | None | None | None | None | Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year | None | None | | | None | None | None | None | Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year | None | None | | | None | None | None | None | Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) | None | None | | | None | None | None | None | Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period) | None | None | | | None | None | None | None | List of existing commitments and ongoing works | None | None | | | None | None | None | None | List of works for which tenders already submitted | None | None | | | None | None | None | None | Banker Details for reference | None | None | | | None | None | None | None | Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded | None | None | | | None | None | None | None | Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years | None | None | | | None | None | None | None | Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded | None | None | | | None | None | None | None | List of Financial Resources with Certificates | None | None | | | None | None | None | None | 3.2 To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2019-20 to 2023-24 (a) achieved in at least two financial years a average financial turnover (in all classes of civil engineering construction works only) of Rs.90.13 Lakhs Note: The returns submitted to the I.T. along with the Profit and Loss account statement, balance sheet should be uploaded for the financial turnover criteria attested by registered Chartered Accountant | Past Experience | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Audited CA Certificate of Annual Turnover |
| | None | None | None | None | 3.2 To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20 to 2023-24 (b) Satisfactorily completed as prime contractor, at least one similar Nature of work value not less than Rs.45.06 Lakhs | Past Experience | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Work Done Certificate |
| | None | None | None | None | 3.2 To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e. 2019-20 to 2023-24 ) (c) executed in any one financial year, the following minimum quantities of work:1.Earth Work Excavation / Embankment / Sub grade & earthen Shoulders: 1557.00 Cum (2) GSB : 424.00 CUM (3) WMM : 765.00 Cum (3) Asphalt (Including B.M/D.B.M/B.C/S.D.B.C) : 286.00 Cum | Past Experience | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Work Done Certificate |
| | None | None | None | None | 3.5 Tenderers who meet the specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under AxNx2.5-B, Where A-Maximum value of civil engineering works executed in any one year during the last five years (updated to 2024-25 price level) taking into account the completed as well as works in progress. N-Number of years prescribed for completion of the works for which the tenders are invited. B-Value at 2024-25 price level, of existing commitments and on-going works to be completed during the next 05 months (period of completion of the works for which Tenders are invited) | Financial Status | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- Audited CA certificate of Annul turn over and existing commitments and ongoing works details |
| | None | None | None | None | Liquid assets and /or availability of credit facilities of no less than Rs 27.03 Lakhs Credit lines/ letter of credit/ certificates from Nationalized / Scheduled banks.Note:-LOC / K-form for the stipulated amount should be submitted in the prescribed format | Financial Status | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Line of Credit |
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