tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
---|
1722263476000 | 0 | None | None | Roads | Construction of CC Road and UGD from Shivadas Matha to Depot No.4 Via Balaji Banpatte House at Waddargali Ward No.38 in Kalaburagi city Under KKRDB Macro (SCP) for the year 2021-22 | 2327715.02 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3640459 | 132581 | None | DSR 2023-24 Vol-1 It.No.1.17.1 Pg. No.10 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.All kinds of soils. Depth upto 1.50 m
| Cum | 275.1 | 275.1 | 885.15 | False | None | None | False | None | False | 243504.765 | 0 | 3640460 | 132581 | None | DSR 2023-24 Vol-5 It.No.16.15.11 Pg. No.192 | Providing and constructing WIRE CUT BRICK MACHINEHOLE CHAMBERS using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber.Construct Brick masonry in M 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC :2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner onical
surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. & 2.0 M depth includ. SFRC F&C | Each | 63823.2 | 63823.2 | 11.0 | False | None | None | False | None | False | 702055.2 | 0 | 3640461 | 132581 | None | DSR 2023-24 Vol-5 It.No.10.2.11 Pg. No.114 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less han 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete for:Pipes of SN 8, 200mm dia
| Rmtr | 1085.7 | 1085.7 | 300.0 | False | None | None | False | None | False | 325710.0 | 0 | 3640462 | 132581 | None | DSR 2023-24 Vol-5 It.No.10.2.8 Pg. No.114 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less han 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete for:Pipes of SN 8, 110mm dia
| Rmtr | 364.35 | 364.35 | 210.0 | False | None | None | False | None | False | 76513.5 | 0 | 3640463 | 132581 | None | DSR 2023-24 Vol-5 It.No.16.1.5 Pg. No.187 | Providing bedding for the pipeline trenches in black cotton and rock reaches including watering and consolidation by punners etc. complete with all lead and lift with: Murrum.
| Cum | 383.25 | 383.25 | 122.4 | False | None | None | False | None | False | 46909.8 | 0 | 3640464 | 132581 | None | DSR 2023-24 Vol-1 It.No.1.11 Pg. No.35 | Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
| Cum | 454.65 | 454.65 | 696.55 | False | None | None | False | None | False | 316686.4575 | 0 | 3640465 | 132581 | None | DSR 2023-24 Vol-5 It.No.16.60.1 Pg. No.208 | Providing PVC-U INDIVIDUAL U.G.D House service connection (which shall be laid from inside the customer property ) which includes: a) Supply of PVC-U pipe (b) providing and fixing of 315 mm dia the PE Inspection chambres with lid consisting of inlet & outlet arrangements with base, riser of min. .42 m depth which includes earth work, fixing in CC-1:2:4 with appurtenances., complete. (c) civil works like Earthwork excavation for the pipeline trenches for laying of PVC-U pipes for the house connections in all types of soils , disintegrated rock,soft rock, hard rock, including cutting of any road sing , crossing drains, compound, Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, c.c. wood work, steel work, including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable and stackingthe serviceable material with all lifts and lead , restoring the damaged portions nside or outside the property premises, refilling the portions f trenches that are dug open including linking to existing sewer network with appurtenances. complete.110 mm dia
| Each | 8540.7 | 8540.7 | 60.0 | False | None | None | False | None | False | 512442.0 | 0 | 3640466 | 132581 | None | DSR 2023-24 Vol-5 It.No.10.1.1 Pg. No.113 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloadi
| Rmtr | 50.4 | 50.4 | 120.0 | False | None | None | False | None | False | 6048.0 | 0 | 3640467 | 132581 | None | DSR 2023-24 Vol-5 It.No.10.1.6 Pg. No.113 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and iving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For:PVC pipes 90mm dia., 6 kg/sqcm & class 3
| Rmtr | 308.7 | 308.7 | 150.0 | False | None | None | False | None | False | 46305.0 | 0 | 3640468 | 132581 | None | DSR 2023-24 Vol-5 It.No.16.28.2 Pg. No.198 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete.Upto 0.60m depth
| Each | 17180.1 | 17180.1 | 3.0 | False | None | None | False | None | False | 51540.3 | 0 |
| 1722263476000 | 0 | None | None | Roads | Restoration Of CC Road | 4451456.54 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3640469 | 132582 | None | DSR 2023-24 Vol-3 It. No.2.19 Pg. No. 12 | Dismantling of Cement Concrete Pavement Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately
| Cum | 591.15 | 591.15 | 207.0 | False | None | None | False | None | False | 122368.05 | 0 | 3640470 | 132582 | None | DSR 2023-24 Vol-1 It. No.1.12 Pg. No. 36 | 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 | 752.91 | False | None | None | False | None | False | 75102.7725 | 0 | 3640471 | 132582 | None | DSR 2023-24 Vol-3 It.No.3.6 Pg. No.17 | 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 com
| Cum | 517.65 | 517.65 | 394.45 | False | None | None | False | None | False | 204187.0425 | 0 | 3640472 | 132582 | None | DSR 2023-24 Vol-3 It.No.4.9 (i) Pg. No.24 | Construction of Granular Sub Base by providing graded Material, mixing with cement in a mechanical mix plant at OMC carriage of mixed material to work site spreading in a uniform layer with mechanical paver on prepared surface and compaction with vibrator
| Cum | 3049.2 | 3049.2 | 161.22 | False | None | None | False | None | False | 491592.024 | 0 | 3640473 | 132582 | None | DSR 2023-24 Vol-3 It.No.4.17 Pg. No.26 | 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 Mater
| Cum | 2686.95 | 2686.95 | 337.83 | False | None | None | False | None | False | 907732.3185 | 0 | 3640474 | 132582 | None | DSR 2023-24 Vol-3 It.No.16.27 Pg. No.148 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.
| Cum | 6692.7 | 6692.7 | 276.52 | False | None | None | False | None | False | 1850665.404 | 0 | 3640475 | 132582 | None | DSR 2023-24 Vol-3 It. No. 8.7 Pg. No. 65 | Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thic
| Sqm | 9460.5 | 9460.5 | 1.08 | False | None | None | False | None | False | 10217.34 | 0 | 3640476 | 132582 | None | DSR 2023-24 Vol-3 It. No. 8.42.3 Pg. No. 74 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 600 x 300 x 150 mm size
| Mtr | 486.15 | 486.15 | 240.0 | False | None | None | False | None | False | 116676.0 | 0 | 3640477 | 132582 | None | DSR 2023-24 Vol-3 It. No.6.8.2 Pg. No. 51 | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification)
| Sqm | 1219.05 | 1219.05 | 552.0 | False | None | None | False | None | False | 672915.6 | 0 |
|
|
---|
technicalCriterionList | createdTs | version | createdDate | modifiedDate | description | criterionCategoryText | criterionTypeOthersValue | tenderTechnicalCriterionDocumentList |
---|
None | None | None | None | Maximum 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. (Financial turn over of previous years shall be given a weight of 10% per year to bring them to the price level of the 2024-25)) | 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 his name should have in the last five years i.e., 2019-20, 2020-21, 2021-22, 2022-23& 2023-24 a)Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 67.79 Lakhs | Past Experience | 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 his name should have in the last five years i.e., 2018-19, 2019-20, 2020-21, 2021-22,2022-23, & 2023-24 Satisfactorily completed, as prime contractor, Any Nature Work of value not less than Rs. 17.00Lakhs | Past Experience | None | createdTs | version | createdDate | modifiedDate | documentName |
---|
None | None | None | None | Work Done Certificate |
| None | None | None | None | To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2019-20, 2020-21, 2021-22 , 2022-23, & 2023-24 Executed in any one year, the following minimum quantities of work: 1) Earth wrok/Emb/subgrade 2183.00Cum, 2) GSB 129.00Cum 3) WMM 270.00Cum, 4) PCC/RCC 221.00Cum | Past Experience | None | createdTs | version | createdDate | modifiedDate | documentName |
---|
None | None | None | None | Work Done Certificate |
| None | None | None | None | Total value of civil engineering construction works executed and payments received in the last five years 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24 | Past Experience | None | createdTs | version | createdDate | modifiedDate | documentName |
---|
None | None | None | None | Audited CA Certificate of Annual Turnover |
| 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 |
---|
None | None | None | None | Others -- Biodata of the personnel |
| None | None | None | None | As per the Govr Order No: FD 263 EXP-12/2022 Bangelore Dated: 11.05.2022 as per condition no 3 relaxation of machinery upto Rs. 300.00 Lakhs i.e. KW-3 & KW-4 | Capabilities of Vendor | None | createdTs | version | createdDate | modifiedDate | documentName |
---|
None | None | None | None | Others -- Information in Format-8 and scanned copies of the owership Documents & Hire commitment Agreements |
| 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 |
---|
None | None | None | None | Audited CA Certificate of Annual Turnover |
| None | None | None | None | Latest Income Tax Clearance Certificate | Financial Status | None | createdTs | version | createdDate | modifiedDate | documentName |
---|
None | None | None | None | Others -- Scanned Copy of ITC Certificate |
| None | None | None | None | Liquid Assets and /or availability of credit facilities of no less than Rs. 20.34lakhs (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 | Constitutional or Legal Status of the Tenderer | Others | Legal Status | createdTs | version | createdDate | modifiedDate | documentName |
---|
None | None | None | None | Others -- Attach copy of registration |
| None | None | None | None | Principal Place of Business | Others | Other | createdTs | version | createdDate | modifiedDate | documentName |
---|
None | None | None | None | Others -- Declaration by the Bidder on the Letter Head |
| None | None | None | None | Information of the works for which Tender acceptance letters are received. | Others | Others New Works | createdTs | version | createdDate | modifiedDate | documentName |
---|
None | None | None | None | Others -- Information in Format-6 and Letter of Acceptance |
| None | None | None | None | Information of the works for which Tenderer has submitted Tender. | Others | Information in Format-7 | createdTs | version | createdDate | modifiedDate | documentName |
---|
None | None | None | None | Others -- Tendered works |
| None | None | None | None | Name, Address, telephone No., Fax No., and email ID of the Tenderers Bankers | Others | Other | createdTs | version | createdDate | modifiedDate | documentName |
---|
None | None | None | None | Others -- Information on the Letter Head of the tenderer |
|
|
---|