tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1710507070000 | 0 | None | None | Bridges/Culverts | Construction Of Box Culvert At Ch 1.500 And Improvements To Road Of Galagali To Gani MDR In Bilagi Taluka Bagalkot Distric under 5054 MDR Improvements App-E for the year 2023-24. | 7553069.35 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3096982 | 106491 | None | Vol-3 pg no 10 i.no 2.8 (ii)a | Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding
wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. In Cement Concrete Grade M-15 & M-20 | Cum | 754.95 | 754.95 | 57.0 | False | None | None | False | None | False | 43032.15 | 0 | 3096983 | 106491 | None | Vol-1 pg no 8 i.no 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting outshoring 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 | Cum | 116.84 | 116.84 | 495.85 | False | None | None | False | None | False | 57935.114 | 0 | 3096984 | 106491 | None | Vol-3 pg no 117 i.no 12.3 A | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A . Granular material | Cum | 1226.4 | 1226.4 | 169.74 | False | None | None | False | None | False | 208169.136 | 0 | 3096985 | 106491 | None | Vol-1 pg no 15 i.no 2.1.1 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technicalspecifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6114.44 | 6114.44 | 100.98 | False | None | None | False | None | False | 617436.1512 | 0 | 3096986 | 106491 | None | Vol-1 pg no 15 i.no 2.2.1 | Providing and laying in position Reinforced cement concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)-M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates | Cum | 7201.47 | 7201.47 | 31.34 | False | None | None | False | None | False | 225694.0698 | 0 | 3096987 | 106491 | None | Vol-1 pg no 111 i.no 1b | CENTERING 5% OF CONCRETE QTY for curtain wall, sub structure and super structure | Cum | 360.07 | 360.07 | 31.34 | False | None | None | False | None | False | 11284.5938 | 0 | 3096988 | 106491 | None | Vol-1 pg no 15 i.no 2.2.3 | Providing and laying in position Reinforced cement concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)-M25 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates | Cum | 7257.6 | 7257.6 | 124.82 | False | None | None | False | None | False | 905893.632 | 0 | 3096989 | 106491 | None | Vol-1 pg no 111 i.no 1b | CENTERING 5% OF CONCRETE QTY for curtain wall, sub structure and super structure | Cum | 362.88 | 362.88 | 124.82 | False | None | None | False | None | False | 45294.6816 | 0 | 3096990 | 106491 | None | Vol-1 pg no 18 i.no 2.11 B | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and
technical specification. Foundations of Bridges | t | 90516.3 | 90516.3 | 4.4 | False | None | None | False | None | False | 398271.72 | 0 | 3096991 | 106491 | None | Vol-1 pg no 18 i.no 2.11 C | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and
technical specification. c. Sub structure of Bridges | t | 86433.0 | 86433.0 | 16.04 | False | None | None | False | None | False | 1386385.32 | 0 | 3096992 | 106491 | None | Vol-1 pg no 16 i.no 2.4.3 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other 17 Item No. Description of Item Unit Rate Rs. appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid
separately)-M25 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates | Cum | 7257.6 | 7257.6 | 175.1 | False | None | None | False | None | False | 1270805.76 | 0 | 3096993 | 106491 | None | Vol-1 pg no 112i.no 1 | Form work at 5% of Concret Qunatity for Substructure | Cum | 362.88 | 362.88 | 175.1 | False | None | None | False | None | False | 63540.288 | 0 | 3096994 | 106491 | None | Vol-1 pg no 16 i.no 2.5.2 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggre gates as per relevant IS Codesmachine mixed with super plasticisers laid in layer swell compacted using needle vibrators. The cost includes all lead & lifts, cost of all mate rials, quality confirming to threquirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurt enanc es required to complete the work as per technical specifications. (Thecost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.-M25 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates | Cum | 7838.35 | 7838.35 | 37.25 | False | None | None | False | None | False | 291978.5375 | 0 | 3096995 | 106491 | None | Vol-1 pg no 112 i.no 1 | Form work at 20% of Concret Qunatity for Substructure | Cum | 1567.67 | 1567.67 | 37.25 | False | None | None | False | None | False | 58395.7075 | 0 | 3096996 | 106491 | None | Vol-1 pg no 18 i.no 2.11 d | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and
technical specification. d. Super structure of Bridges. | t | 90990.9 | 90990.9 | 2.65 | False | None | None | False | None | False | 241125.885 | 0 | 3096997 | 106491 | None | Vol-3 pg no 129 i.no 14.4 A | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical
specifications. A. Stone/Boulder | Cum | 2007.6 | 2007.6 | 112.12 | False | None | None | False | None | False | 225092.112 | 0 | 3096998 | 106491 | None | Vol-3 pg no 117i.no 12.4 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over
the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. | Cum | 2810.85 | 2810.85 | 173.64 | False | None | None | False | None | False | 488075.994 | 0 | 3096999 | 106491 | None | Vol-3 pg no 117 i.no 12.2 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full
width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications | m | 250.95 | 250.95 | 71.78 | False | None | None | False | None | False | 18013.191 | 0 | 3097000 | 106491 | None | Vol-3 pg no 121 i.no 13.7 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification | No | 3434.55 | 3434.55 | 12.0 | False | None | None | False | None | False | 41214.6 | 0 | 3097001 | 106491 | None | Vol-3 pg no 121 i.no 13.8 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification | Cum | 7801.69 | 7801.69 | 9.45 | False | None | None | False | None | False | 73725.9705 | 0 | 3097002 | 106491 | None | Vol-3 pg no 122 i.no 13.9 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) | Cum | 13556.45 | 13556.45 | 18.9 | False | None | None | False | None | False | 256216.905 | 0 | 3097003 | 106491 | None | Vol-3 pg no 123i.no 13.13 A | Provision of an Reinforced cement concrete crash barrier at the bridge deck &approaches to bridge structure, constructed with Rein forced cement concrete with TMT rein for cement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specifiedCrash Barrier for Bridges (Height 950 mm) as per details given
IRC-5 (fig-1) (Area 0.254 m2 for 1 m length) | Cum | 4774.25 | 4774.25 | 48.9 | False | None | None | False | None | False | 233460.825 | 0 | 3097004 | 106491 | None | Vol-3 pg no 121 i.no 13.2 A | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and
Technical Specifications. (Batching Plant) | Cum | 16003.15 | 16003.15 | 5.03 | False | None | None | False | None | False | 80495.8445 | 0 | 3097005 | 106491 | None | Vol-3 pg no 65 i.no 8.8 | Direction and Place Identification Signs with size more than 0.9 m2 size Board Providing and erecting direction and place identification retro reflectorised 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 | Sqm | 10187.1 | 10187.1 | 3.6 | False | None | None | False | None | False | 36673.56 | 0 | 3097006 | 106491 | None | Vol-3 pg no 123 i.no 13.15(ii) | Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical
Specification. | m | 143.85 | 143.85 | 42.8 | False | None | None | False | None | False | 6156.78 | 0 | 3097007 | 106491 | None | Vol-3 pg no 117 i.no 12.4 | Providing and laying of Filter media with granular materials/stone crushed aggre gates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifica tions to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification | Cum | 2810.85 | 2810.85 | 50.45 | False | None | None | False | None | False | 141807.3825 | 0 | 3097008 | 106491 | None | Vol-1 pg no 11 i.no 1.23 | Providing and Filling in foundation with granite / trap broken metal 100mm. and
down size & with approved sand including hand packing, ramming, watering,
including cost of all materials and labour with all lead and lift complete as per
specifications. | Cum | 2816.1 | 2816.1 | 45.06 | False | None | None | False | None | False | 126893.466 | 0 |
| 1710507070000 | 0 | None | None | Bridges/Culverts | Construction Of Approach Roads | 1341320.8 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3097009 | 106492 | None | Vol-3 pg no 9 i.no 2.5 (ii) a | 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. | 100 Sqm | 412.65 | 412.65 | 4.64 | False | None | None | False | None | False | 1914.696 | 0 | 3097010 | 106492 | None | Vol-1 pg no 8 i.no 1.14.1 | 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 | Cum | 107.1 | 107.1 | 1672.64 | False | None | None | False | None | False | 179139.744 | 0 | 3097011 | 106492 | None | Vol-1 pg no71.8 | 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. | Cum | 497.7 | 497.7 | 1672.64 | False | None | None | False | None | False | 832472.928 | 0 | 3097012 | 106492 | None | Vol-3 pg no 17 i.no3.6 | Construction of sub-grade and earthen Soulders 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 | Cum | 517.65 | 517.65 | 82.08 | False | None | None | False | None | False | 42488.712 | 0 | 3097013 | 106492 | None | Vol-3 pg no23 4.2 (V) | By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Materia | Cum | 2476.95 | 2476.95 | 34.02 | False | None | None | False | None | False | 84265.839 | 0 | 3097014 | 106492 | None | Vol-3 pg no 26 i.no4.17 | 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. | Cum | 2686.95 | 2686.95 | 31.5 | False | None | None | False | None | False | 84638.925 | 0 | 3097015 | 106492 | None | Vol-3 pg no 31 i.no 5.1 | 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 0.70kg/m2 using mechanical means. | Sqm | 43.05 | 43.05 | 126.0 | False | None | None | False | None | False | 5424.3 | 0 | 3097016 | 106492 | None | Vol-3pg n33 i.no5.8(C) | 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 @ 3.4% 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 | Cum | 8044.05 | 8044.05 | 6.3 | False | None | None | False | None | False | 50677.515 | 0 | 3097017 | 106492 | None | V-3 pg n 43 I.no 5.32 | Tack coat on Bituminous surface Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2on the prepared bituminous surface cleaned with mechanical broom | Sqm | 12.6 | 12.6 | 126.0 | False | None | None | False | None | False | 1587.6 | 0 | 3097018 | 106492 | None | V-3 pg n 43 I.no 5.31 | Providing and laying Semi Dense Bituminous Concrete with40/60 TPH capacity hot mix plant batch type using crushed aggregates of ecified 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. | Cum | 10659.6 | 10659.6 | 3.15 | False | None | None | False | None | False | 33577.74 | 0 | 3097019 | 106492 | None | V-3 pg no 67 I.no-8.18 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting | Each | 785.4 | 785.4 | 32.0 | False | None | None | False | None | False | 25132.8 | 0 |
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technicalCriterionList | createdTs | version | createdDate | modifiedDate | description | criterionCategoryText | criterionTypeOthersValue | tenderTechnicalCriterionDocumentList |
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None | None | None | None | Satisfactorily completed (at least 90% of the contract value), as prime contractor, at least one similar work of value not less than Rs.44.47 Lakhs, in previous five years. | Past Experience | None | createdTs | version | createdDate | modifiedDate | documentName |
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None | None | None | None | Work Done Certificate |
| None | None | None | None | To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19, 2019-20, 2020-21, 2021- 22&2022-23 (c) executed in any one year, the following minimum quantities of work1 Earthwork-3274.36 cum 2.PCC/ RCC-437.39 Cum 3.TMT Steel-18.47T | Past Experience | None | createdTs | version | createdDate | modifiedDate | documentName |
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None | None | None | None | Work Done Certificate |
| None | None | None | None | Each tenderer should demonstrate availability of few key equipments/machinery for execution of the work.However as per Govt circular No.GO FD/AE 263/EXP12-2022 dt 11-05-2022,this clause for owning key equipments for works costing upto Rs.3.00 crores is exempted. However it is obligatory for the contractor to use the following machineries for various activities involved in construction as per MORTH specification 1) Hot Mix Plant 40/60 TPH or Mini mix plant2) Road Roller3) Vehicle mounted Mechanical Asphalt Sparyer4) Water Tanker5) Excavator like JCB/Hitachi | Capabilities of Vendor | None | createdTs | version | createdDate | modifiedDate | documentName |
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None | None | None | None | Others -- Hire Commitment Agrement Ownership Documents Lease Commitment Aggrement Information in format 8 |
| None | None | None | None | Tenderers who meet the above 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 Assessed available tender capacity (AxNx2.5-B)Where A is Maximum value of civil engineering works executed in any one year during the last five years (updated to 2023-24 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 tenders are invited-0.5 Year.B-Value, at 2023-24 price level, of existing commitments and on-going works to be completed during the next 0.5 year (Period of completion of the works for which tenders are invited) | Capabilities of Vendor | None | createdTs | version | createdDate | modifiedDate | documentName |
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None | None | None | None | Others -- Calculation sheet on letter head |
| None | None | None | None | To qualify for award of this contract, each Tenderer in its name should have in the last five years 2018 -19, 2019 -20 2020 -21 2021-22 and 2022-23 achieved in at least two financial years a minimum financial turnover in all classes of civil engineering construction works only of Rs.177.89 Lakhs and to UPLOAD ORIGINAL CA TURNOVER CERTIFICATE WITH UDIN NO | Financial Status | None | createdTs | version | createdDate | modifiedDate | documentName |
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None | None | None | None | Audited CA Certificate of Annual Turnover |
| None | None | None | None | Liquid Assets and or availability of credit facilities of no less than Rs.44.47 Lakhs (Credit Lines or letter of credit or certificates from the banks for meeting the fund requirement etc. | Financial Status | None | createdTs | version | createdDate | modifiedDate | documentName |
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None | None | None | None | Line of Credit |
| None | None | None | None | Latest Income Tax Clearance Certificate | Financial Status | None | createdTs | version | createdDate | modifiedDate | documentName |
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None | None | None | None | Others -- Scanned Copy of ITC Certificate |
| None | None | None | None | Value at 2023-24 price level, of existing commitments and on-going works to be executed during the next 12 months(Financial commitment of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24), (Monthwise commitment shall be furnished). | Financial Status | None | createdTs | version | createdDate | modifiedDate | documentName |
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None | None | None | None | Others -- Statement on the Letter head of the tenderer |
| None | None | None | None | Value at 2023-24 price level, of existing commitments and on-going works to be executed during the next 12 months(Financial commitment of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24), (Monthwise commitment shall be furnished). | Financial Status | None | createdTs | version | createdDate | modifiedDate | documentName |
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None | None | None | None | Others -- Statement on the Letter head of the tenderer |
| None | None | None | None | Maximum of Civil Engineering works executed in any one year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress. (Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24) | Financial Status | None | createdTs | version | createdDate | modifiedDate | documentName |
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None | None | None | None | Others -- Information on the Letter Head of the tenderer |
| None | None | None | None | Report on the financial standing of the Tenderer, such as profit and loss statements and auditors report for the last five years | Financial Status | None | createdTs | version | createdDate | modifiedDate | documentName |
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None | None | None | None | Others -- Auditors Report |
| None | None | None | None | The EMD of Rs200000.00 shall be paid in full through e payment or in two parts i.e. part (1) Rs, 100000.00 e payment Part (2) Rs.100000.00 EMD shall be in the form Bank Guarantee in the prescribed format obtained from any Nationalised / Scheduled Bank in favour of Executive Engineer, PWD Division, Bagalkote payable at Bagalkote | Others | Others | createdTs | version | createdDate | modifiedDate | documentName |
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None | None | None | None | Others -- Epayment Challan and Part-II Scanned copy of EMD |
| None | None | None | None | Constitutional or Legal Status of the Tenderer | Others | Others | createdTs | version | createdDate | modifiedDate | documentName |
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None | None | None | None | PWD Registration Certificate (Class I/II/III/IV) |
| None | None | None | None | Reports on the financial standing of the tenderer, such as profit and loss statements and auditor reports for the last five years | Others | Others | createdTs | version | createdDate | modifiedDate | documentName |
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None | None | None | None | Others -- Principal Place of Business |
| None | None | None | None | Information on works which are yet to be completed. | Others | Others | createdTs | version | createdDate | modifiedDate | documentName |
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None | None | None | None | Others -- Information in Format 5 and Certificates in Format 3 |
| None | None | None | None | Information of the works for which Tenderer has submitted Tender | Others | Others | createdTs | version | createdDate | modifiedDate | documentName |
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None | None | None | None | Others -- information in Format 7 |
| None | None | None | None | Information on litigation in which the Tenderer is involved | Others | Others | createdTs | version | createdDate | modifiedDate | documentName |
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None | None | None | None | Others -- Information in Format 10 |
| None | None | None | None | Name, Address, telephone No., Fax No., and email ID of the Tenderers Bankers. | Others | Others | createdTs | version | createdDate | modifiedDate | documentName |
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None | None | None | None | Others -- Information on the Letter Head of the tenderer |
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