| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1710162143000 | 0 | None | None | Roads | ALLIPUR MAIN ROAD TO HORANCHA TANDA | 22827830.7 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2991168 | 99357 | None | Item No 2.5(ii)A,Vol-3 Page No 9 | Clearing and Grubbing Road Land. 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 a) In area of light jungle
| 100 Sqm | 412.65 | 412.65 | 97.0 | False | None | None | False | None | False | 40027.05 | 0 | | 2991169 | 99357 | None | Item No 3.7,Vol-3 Page No 17 | 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.
| Cum | 110.25 | 110.25 | 2546.26 | False | None | None | False | None | False | 280725.165 | 0 | | 2991170 | 99357 | None | Item No 1.12,Vol-1 Page No 8 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work.
| Cum | 99.75 | 99.75 | 3420.0 | False | None | None | False | None | False | 341145.0 | 0 | | 2991171 | 99357 | None | Item No 3.6,Vol-3 Page No 15 | 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
| Cum | 517.65 | 517.65 | 8043.32 | False | None | None | False | None | False | 4163624.598 | 0 | | 2991172 | 99357 | None | Item No 4.2(V),Vol-3 Page No 19 | By Mix in place Method
Construction of Granular Sub-Base of required grading as per design mixing 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 power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material | Cum | 2476.95 | 2476.95 | 1944.84 | False | None | None | False | None | False | 4817271.438 | 0 | | 2991173 | 99357 | None | Item No 4.17,Vol-3 Page No 26 | A 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 | 1636.87 | False | None | None | False | None | False | 4398187.8465 | 0 | | 2991174 | 99357 | None | Item No 5.1,Vol-3 Page No 29 | A Prime Coat over WMM/WBM
(i) 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 0.90 kg per m2 using mechanical means. | Sqm | 43.05 | 43.05 | 11400.0 | False | None | None | False | None | False | 490770.0 | 0 | | 2991175 | 99357 | None | Item No 5.3 (i) ,Vol-3 Page No 29 | Tack coat on Bituminous surface Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bitumenous surface cleaned with mechanical broom
| Sqm | 12.6 | 12.6 | 11400.0 | False | None | None | False | None | False | 143640.0 | 0 | | 2991176 | 99357 | None | Item No 5.8 (ii) C,Vol-3 Page No 31 | ii Bituminous Macadam Grading II for traffic 20 MSA 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 at 3.4 perc 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 | 569.99 | False | None | None | False | None | False | 4585028.0595 | 0 | | 2991177 | 99357 | None | Item No 5.31,Vol-3 Page No 43 | Semi Dense Bituminous Concrete 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. | Cum | 10659.6 | 10659.6 | 284.99 | False | None | None | False | None | False | 3037879.404 | 0 | | 2991178 | 99357 | None | Item No 8.8,Vol-3 Page No 65 | 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 | 2.16 | False | None | None | False | None | False | 22004.136 | 0 | | 2991179 | 99357 | None | Item No 8.15 Page No 67 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes
| Sqm | 556.5 | 556.5 | 912.0 | False | None | None | False | None | False | 507528.0 | 0 |
| | 1710162143000 | 0 | None | None | Roads | CD Estimates | 2331255.15 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2991180 | 99358 | None | P.No.8, I.No.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
| Cum | 107.1 | 107.1 | 118.8 | False | None | None | False | None | False | 12723.48 | 0 | | 2991181 | 99358 | None | P.No.7, I.No.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 and all other appurtenaces required to complete the work If the height of embankment construction is more than 1.50 m add 5Perc per cum for every 1.50 m height or part there off Deduct 5Perc per cum if rollers are not used and tamping is done manually Add 8Perc per cum for works under foul and sullage situation | Cum | 497.7 | 497.7 | 410.7 | False | None | None | False | None | False | 204405.39 | 0 | | 2991182 | 99358 | None | P.No. 15, I.No.2.1.3,Vol-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 technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 11.96 | False | None | None | False | None | False | 75209.862 | 0 | | 2991183 | 99358 | None | P.No. 15, I.No.2.2.2,Vol-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, includingall 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 | 6560.4 | 6560.4 | 157.1 | False | None | None | False | None | False | 1030638.84 | 0 | | 2991184 | 99358 | None | P.No. 115, Appendix - I Sl.No:7,Vol-1 | Additionalitiesfor Form Work and Centring, & Scaffolding charges for CD'S Head Wall
| Cum | 524.83 | 524.83 | 163.7 | False | None | None | False | None | False | 85914.671 | 0 | | 2991185 | 99358 | None | P.No. 135, I.No.16.15 B,Vol-3 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 1000mm. dia
| Mtr | 8355.9 | 8355.9 | 20.0 | False | None | None | False | None | False | 167118.0 | 0 | | 2991186 | 99358 | None | P.No. 135, Vol-3, I.No.16.16 A | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6. 1200mm. dia
| Mtr | 17841.6 | 17841.6 | 20.0 | False | None | None | False | None | False | 356832.0 | 0 | | 2991187 | 99358 | None | P.No.18, I.No.2.11C,Vol-1 | 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
| Kg | 90754.65 | 90754.65 | 4.39 | False | None | None | False | None | False | 398412.9135 | 0 |
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| technicalCriterionList | | createdTs | version | createdDate | modifiedDate | description | criterionCategoryText | criterionTypeOthersValue | tenderTechnicalCriterionDocumentList |
|---|
| None | None | None | None | To qualify forwarded of this contract, each Tenderer in its name have should in the last five year i.e.2018-19 to 2022-23 (c) executed in any one year the following minimum quantities of work (As per Govt Circular No.PW 60 CRM 2021 Bengaluru Dtd.08.11.2021 (1)Earthwork/Sub-grade/ Embankment: 9594.25 Cum (2) GSB: 1555.87 CUM (3)WBM/WMM: 1309.49 Cum (4)BM/SDBC: 683.98 CUM (5) PCC/RCC: 135.25 CUM (6) TMT STEEL: 3.51Kg | Past Experience | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Work Done Certificate |
| | 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 shall be given a weightage of 10% per year to bring them to the price level of the 2023-24 | Past Experience | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- Statement on the Letter Head of the tenderer |
| | 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 and 2022-23 a) achieved in at least two financial years a minimum financial turn over (in all cases of civil engineering construction works only) Rs.503.18 Lakhs and The Financial Turn Over Certificate Should ear the UDIN Number invariably & duly signed by registered chartered Accountant. The Certificate without UDIN number will not be considered | Past Experience | None | | createdTs | version | createdDate | modifiedDate | documentName |
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| None | None | None | None | Audited CA Certificate of Annual Turnover |
| | None | None | None | None | Assessed Tender Capacity Shall be more than the Tendered Amount | Capabilities of Vendor | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- Assessment on the Letter Head of this Tenderer |
| | 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 work, if work is awarded | Capabilities of Vendor | None | | createdTs | version | createdDate | modifiedDate | documentName |
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| None | None | None | None | Others -- Biodata of the Personnel |
| | None | None | None | None | Availability by owning at least 50 percentage of the required specified key and critical equipment for this work and remaining 50 percentage can be deployed on lease/hire basis for all works provided, the relevant documents (commitment agreements etc.,) for availability for this work are furnished (As per Govt Circular No.PW 60 CRM 2021 Dtd.08.11.2021) 1)Excavator: 1No. Own/Lease/Hire. 2)Tippers : 1No. Own/Lease/Hire 3)HMP Plant 60/40 :1No. Own/Lease/Hire 4)Paver Finisher: 1No. Own/Lease/Hire 5) Bitumen Sprayer: 1No. Own/Lease/Hire 6)Air Compressor: 1No. Own/Lease/Hire 7) Vibratory Road Roller: 1No. Own/Lease/Hire 8)Water Tanker: 2 Nos. (1 Nos. Own and 1 Nos Lease/Hire) 9)Grader: 1No. Own/Lease/Hire 10)Pugmill: 1No. Own/Lease/Hire 11)C.C Mixer: 1No. Own/Lease/Hire and 12)Pin/Plate Vibrator: 1No. Own/Lease/Hire. | Capabilities of Vendor | None | | createdTs | version | createdDate | modifiedDate | documentName |
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| None | None | None | None | Others -- Scanned copies of Hire/ Lease agreement documents of Equipments/ Machineries Scanned copies of Ownership |
| | None | None | None | None | Latest income tax clearance certificate along with last five years balance sheet and profit & loss statement duly certified by the CA | Financial Status | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Audited CA Certificate of Annual Turnover |
| | 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 and 2022 23 (b)Satisfactorily completed, as prime contractor, at least one similar work executed in the court premises of value not less than Rs.125.79 Lakhs | Financial Status | None | | createdTs | version | createdDate | modifiedDate | documentName |
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| None | None | None | None | Work Done Certificate |
| | None | None | None | None | Liquid Assets and/or availability of credit facilities of not less than Rs.125.79 Lakhs (Credit Lines/Letter of Credit/Certificates from the Banks for meeting the fund requirement etc | Financial Status | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Line of Credit |
| | None | None | None | None | List of Financial Resources with Certificates | Financial Status | None | | createdTs | version | createdDate | modifiedDate | documentName |
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| None | None | None | None | GST Registration |
| | None | None | None | None | Information of the works for which Tenderer has submitted Tender | Others | Already Submitted | | createdTs | version | createdDate | modifiedDate | documentName |
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| None | None | None | None | Others -- Information in Format 7 |
| | None | None | None | None | Banker Details for reference | Others | Banker Details | | createdTs | version | createdDate | modifiedDate | documentName |
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| None | None | None | None | Others -- Banker Details |
| | None | None | None | None | Constitutional or Legal Status of the Tenderer | Others | Legal status | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | PWD Registration Certificate (Class I/II/III/IV) |
| | None | None | None | None | Part-2 Rs.2,77,387.00 EMD Shall be in favor of Executive Engineer, PWD Division. Yadgir and may be in the form of Bankers Cheque OR Demand Draft OR Pay Order in favor of Executive Engineer, PWD Division. Yadgir payable at yadgir to the Executive Engineer, PWD Division. Yadgir of Bank Guarantee in the prescribed format obtained form any Nationalized OR Scheduled Banks. The tenderer should upload scanned Original Bank Guarantee of Part-2 EMD the qualified tenderer L1 must submit the original copy of the BG at the time of agreement. As GO PWD107 CRM 2013 Dated 20.02.2013 | Others | EMD | | createdTs | version | createdDate | modifiedDate | documentName |
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| None | None | None | None | Others -- Scanned copy of Bankers Cheque / Demand Draft/ Pay order/ pledged small savings Instruments/ BG |
| | None | None | None | None | Information of the works for which tender acceptance letters are received | Others | Tender Acceptance | | createdTs | version | createdDate | modifiedDate | documentName |
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| None | None | None | None | Others -- Information in Format 6 and Letter of Acceptance |
| | None | None | None | None | List of existing commitments 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 2023-24) (Month wise commitment shall be furnished) | Others | Existing Commitments | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- Statement on the Letter Head of the Tenderer |
| | None | None | None | None | Information on works which are yet to be completed | Others | Yet to be Submitted | | createdTs | version | createdDate | modifiedDate | documentName |
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| None | None | None | None | Others -- Information in Format 5 |
| | None | None | None | None | The proposed methodology and programme of construction, backed with equipment planning and deployment, duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of work as per technical specifications within the stipulated period of completion | Others | Programme | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- CPM/ PERT CHART |
| | None | None | None | None | Information Litigation in which the Tenderer is involved | Others | Litigation | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| 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 | Personal Details | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- Information on the Letter Head of the tenderer |
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