| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1706792060000 | 0 | None | None | Other Works | 400 M Running track | 15809311.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2385028 | 70939 | None | 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 ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work. | Cum | 102.0 | 102.0 | 114.0 | False | None | None | False | None | False | 11628.0 | 0 | | 2385029 | 70939 | None | 4.1 | Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work. | Sqm | 118.0 | 118.0 | 3017.0 | False | None | None | False | None | False | 356006.0 | 0 | | 2385030 | 70939 | None | VOL - 3, C - 3 3.7 MoRT&H 305.3.4 | 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. ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work. | Cum | 105.0 | 105.0 | 421.0 | False | None | None | False | None | False | 44205.0 | 0 | | 2385031 | 70939 | None | VOL - 3, C - 4 4.1 MoRT&H 401 A (i) | 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 -I Material ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work. | Cum | 2488.0 | 2488.0 | 421.0 | False | None | None | False | None | False | 1047448.0 | 0 | | 2385032 | 70939 | None | VOL - 3, C - 4 4.17 MoRT&H 406 | 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.
---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work. | Cum | 2559.0 | 2559.0 | 379.0 | False | None | None | False | None | False | 969861.0 | 0 | | 2385033 | 70939 | None | VOL - 3, C - 5 5.1 MoRT&H 502 (i) A | 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/m2 using mechanical means.
---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work. | Sqm | 41.0 | 41.0 | 2802.0 | False | None | None | False | None | False | 114882.0 | 0 | | 2385034 | 70939 | None | VOL - 3, C - 5 5.6 MoRT&H 504 (i) A | Bituminous Macadam Grading - I for traffic 20 MSA Providing and laying Bituminous Macadam with 120 tph capacity hot mix plant batch type 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 ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work. | Cum | 7536.0 | 7536.0 | 141.0 | False | None | None | False | None | False | 1062576.0 | 0 | | 2385035 | 70939 | None | VOL - 3, C - 5 5.31 IRC - 37: 2018 | 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.
---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work. | Cum | 10152.0 | 10152.0 | 71.0 | False | None | None | False | None | False | 720792.0 | 0 | | 2385036 | 70939 | None | VOL - 3, 8.1 a MoRT&H 409 | Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409. PCC M15 grade for kerb base
---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work. | m | 239.0 | 239.0 | 467.0 | False | None | None | False | None | False | 111613.0 | 0 | | 2385037 | 70939 | None | 8.25 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work. | Sqm | 137.0 | 137.0 | 222.0 | False | None | None | False | None | False | 30414.0 | 0 | | 2385038 | 70939 | None | 2.1.3 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. including shuttering
---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work. | Cum | 5448.0 | 5448.0 | 22.0 | False | None | None | False | None | False | 119856.0 | 0 | | 2385039 | 70939 | None | 8.58.a | Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing
completeas per specifications. 300mm dia (PWD SR 2023-24 Vol. 03 Item Code: 8.58.a) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work. | m | 853.0 | 853.0 | 16.0 | False | None | None | False | None | False | 13648.0 | 0 | | 2385040 | 70939 | None | 6.34 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing,usage charges of machinery etc complete as per specifications. and as per the direction of Engineer Incharge(PWD SR 2023-24 Vol. 02 Item Code: 6.34) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work. | Sqm | 1104.0 | 1104.0 | 472.0 | False | None | None | False | None | False | 521088.0 | 0 | | 2385041 | 70939 | None | 17.12 | Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work. | Sqm | 928.0 | 928.0 | 215.0 | False | None | None | False | None | False | 199520.0 | 0 | | 2385042 | 70939 | None | 8.6.2 | Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(PWD SR 2023-24 Vol. 02 Item Code: 8.6.2)
---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work. | Sqm | 429.0 | 429.0 | 386.0 | False | None | None | False | None | False | 165594.0 | 0 | | 2385043 | 70939 | None | VOL - 5, 16.9 | Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.
---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work. | Each | 5454.0 | 5454.0 | 5.0 | False | None | None | False | None | False | 27270.0 | 0 | | 2385044 | 70939 | None | VOL - 5, 16.23.1 | Providing and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances.Complete Medium Duty
---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work. | Set | 1914.0 | 1914.0 | 5.0 | False | None | None | False | None | False | 9570.0 | 0 | | 2385045 | 70939 | None | Data rate | Supply & Installation of IAAF European Track Spray system which should have been officially recommended & certified by World Athletics (earlier known as IAAF) Federation to use in all International Athletics Competition. A seamless, water permeable running track system having base layer with SBR (cast in-situ) that is being entirely adhered to the asphalt base by means of a specially developed polyurethane adhesive and SBR Granules. Consumption rate over dense asphalt are 8.0 kg/m² for SBR and 1.65 kg/m² of PU Binder. Priming over asphlat should be at 0.25 Kg/ m², PU material for wear layer to be used 1.2 kg/m² of polyurethane. EPDM granules to be mixed into wet polyurethane at the ratio of 0.8 kg/m². Product should be tested and certified as per IAAF & EN-14877 Norms. Track should have a perfect thickness of not less than 13.0 mm (+/- 0% max tolerance) with the 11 mm of the Base layer and 2 mm of Spray coat wear layer. Manufacturer should be from Europe (No Asian / Turkey) and his products should have been used for European Championships. Surface average technical standards should include 1.08 MPA/mm Tensile Strength, 55% Elongation at Break, 38 % Force Reduction at 23oC, 1.8 mm Vertical Deformation at 23oC, should be Spike resistance, Average friction value of system should be 0.53. Wear coat to be sprayed “wet-in-wet” and homogeneous. Physical properties of applied system in compliance with test report.
---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work. | Sqm | 3670.0 | 3670.0 | 2802.0 | False | None | None | False | None | False | 10283340.0 | 0 |
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| generalCriterionList | | createdTs | version | createdDate | modifiedDate | criterionType | description | tenderEligibilityCriterionDocumentList |
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| 1706792062000 | 0 | None | None | ELIGIBILITY | Tenders from Joint ventures are not acceptable. | None | | 1706792062000 | 1 | None | None | ELIGIBILITY | Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by any State Government / Government of India /Union Territory. | None | | 1706792062000 | 1 | 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 | | 1706828902000 | 0 | None | None | ELIGIBILITY | The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidders end. | None | | 1706828909000 | 0 | None | None | ELIGIBILITY | The tenderer has to furnish the details of the Head Office including Telephone No.s, E-mail address, the fax and the mobile numbers of the person whom to be contacted. | None | | 1706828948000 | 0 | None | None | ELIGIBILITY | Conditional tenders will not be accepted | None | | 1706828959000 | 0 | None | None | ELIGIBILITY | The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs. | None | | 1706828967000 | 0 | None | None | ELIGIBILITY | The employer is not responsible for any delay in accessing E - Procurement Portal. | None | | 1706828974000 | 0 | None | None | ELIGIBILITY | Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. | None | | 1706828981000 | 0 | None | None | ELIGIBILITY | Materials like bitumen,steel,cement etc.,required for the work shell be procured by the tenderer themselves and should got tested by the quality Assurance authority before use on the work. | None | | 1706828990000 | 0 | None | None | ELIGIBILITY | All the formats prescribed in the bid document shall be filled by the tenderer in complete manner otherwise it will be rejected. | None | | 1706828997000 | 0 | None | None | ELIGIBILITY | All scanned documents to be uploaded shall be in original, Submit the original document at the time of technical bid opening or next day and the Executive Director reserves the right to verify the original documents before approval. | None | | 1706829005000 | 0 | None | None | ELIGIBILITY | If any, additional information required, the same may be obtained from the office of the Executive Director, 8, M S B-1, 6th & 7th Floor, Cunningham Road, Bangalore-52 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 be considered | None | | 1706829012000 | 0 | None | None | ELIGIBILITY | The employer reserves the rights to Reject or accept any or all the tenders without assigning any reasons | None | | 1706829020000 | 0 | None | None | ELIGIBILITY | The contractors assessed available tender capacity shall be more than the tender value, it will be calculated as per the STD tender document Attached. | None | | 1706829034000 | 0 | None | None | ELIGIBILITY | The Tender processing fee shall not be refundable. | None | | 1706829045000 | 0 | None | None | ELIGIBILITY | Tenderer who qualifying in the technical bid such tenderer financial bid will be opened. | None | | 1706829186000 | 0 | None | None | ELIGIBILITY | Contractor should establish a fully functional laboratory at site at no extra cost in order to carry out all the required tests for the materials being used in the project. | None | | 1706829198000 | 0 | None | None | ELIGIBILITY | Contractor should take all precautions to ensure that no damage is caused to the existing similar structures which have been constructed by other agencies during project execution. If any damage is caused, it has to be rectified at his own risk and cost. Contractor should carryout additional test required to test the suitability of materials before using the same to the work. | None | | 1706829211000 | 0 | None | None | ELIGIBILITY | Formation levels and other data furnished are bare minimum the contractor should make all efforts to validate and to get additional data if required at his own cost. Contractor should execute the project with least impact to the environment. | None | | 1706829220000 | 0 | None | None | ELIGIBILITY | When Structure constructed disputes arising on account of damages to the existing bunds, Structure and other private properties, if any, has to be resolved by the contractor. All precautions should be taken by the contractor so that there are no damages to such public /private properties. | None | | 1706829246000 | 0 | None | None | ELIGIBILITY | Contractor should take all precautionary measures to avoid any damage to the utilities during excavation as well as utility shifting. To that extent the contractor should indemnify the client. | None | | 1706829257000 | 0 | None | None | ELIGIBILITY | The Bidder shall not furnish any fake/fabricated/false information or withhold facts etc., if the bidder is found to have violated any of these above (found either during evaluation or after awarding the tender), the tender shall be rejected and action as per rules and regulations shall be taken against the Bidder. | None | | 1706829266000 | 0 | None | None | ELIGIBILITY | If the Successful Bidder has quoted lesser rates than the estimated rates then he should without fail remit the Unbalanced Tender Amount along with the Security Deposit within the stipulated time as that shall be specified in the Letter of Acceptance, failing which the tender of the Successful Bidder shall be rejected | None | | 1706829276000 | 0 | None | None | ELIGIBILITY | The bidders should submit the Bid capacity compulsorily. The details of balance work B value (works on hand & works for which tender submitted). Should be submitted in the prescribed format & should be signed by the concerned Executive Engineer / District level officer. In case the bidder does not furnish the above details/suppresses the actual facts/ produces false facts, along with the Technical bid, the technical bid of such bidder shall be considered for rejection. | None | | 1706829284000 | 0 | None | None | ELIGIBILITY | With regard to tenders where lesser rates are quoted by the tenderer as per Standard Tender Document the contractor along with his financial bid shall furnish a detailed rate analysis for such of the items where has quoted lesser rates than the estimated rates. The rate analysis must indicated break up of rates for various components such as materials, labour, machinery and other relevant components. He shall also explain & substantiate how such lesser quoted rates would work out for him from the point of view of doing quality work. He shall also give undertaking that the rates quoted by me are workable to execute quality wok as per specifications and to the full satisfaction of the department Any failure on the part of the contractor in not submitting the above said information along with his financial bid in E-proc will be viewed seriously during evaluation of his financial bid | None | | 1706829292000 | 0 | None | None | ELIGIBILITY | All the items of work as Mentioned in the Bill of Quantity (BOQ) are including lead and lift charges loading and unloading charges labour charges, curing all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and as per the directions of Engineer in charge of the work. | None | | 1706829302000 | 2 | None | None | ELIGIBILITY | The Defect liability period of the work is 2 years from the date of submission of final bill. | None | | 1706829310000 | 0 | None | None | ELIGIBILITY | Terms and condition of Contract as per Approved STD KW-4. | None | | 1706829319000 | 0 | None | None | ELIGIBILITY | QAP & PERT chart should be submitted by the successful bidder within 3 Days From date of Agreement. | None | | 1706829326000 | 0 | None | None | ELIGIBILITY | Design mix For Concrete shall be obtained from the approved NABL acredated laboratories and same shall be got approved from the department before incorporating in the work. | None | | 1706829333000 | 0 | None | None | ELIGIBILITY | Design mix For Concrete shall be obtained from the approved NABL acredated laboratories and same shall be got approved from the department before incorporating in the work. | None | | 1706829343000 | 0 | None | None | ELIGIBILITY | If a bidder participates in more than two packages, only two packages will be considered. | None | | 1706829351000 | 0 | None | None | ELIGIBILITY | The intended bidders shall visit the site and quote his offer accordingly and for having visited the site, they should upload the Geo-tag Photos and Document for having visited the site duly certified by concerned Assistant Executive Engineer KREIS, while submitting the tenders. | None | | 1706829376000 | 0 | None | None | ELIGIBILITY | Rates are exclusive of GST,GST will be paid seperetly | None |
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