| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1709020279000 | 0 | None | None | Roads | Construction of CC Road and Sabha Bhavan Building Near Valmiki Temple at Ingaleshwar village in Basavan Bagewadi taluka of Vijayapur dist Stage-II under kannad and cultural dept.(under deposite contribution 2023-24) | 7082100.87 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2821026 | 91136 | None | 3.11 Vol-3 Page No. 18 | Preparation and Surface Treatment of Formation. Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete
as per clause 310. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 4.2 | 4.2 | 4310.5 | False | None | None | False | None | False | 18104.1 | 0 | | 2821027 | 91136 | None | 4.2 B (V) Vol-3 PageNo.23 | 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 Material ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 2476.95 | 2476.95 | 431.05 | False | None | None | False | None | False | 1067689.2975 | 0 | | 2821028 | 91136 | None | Item No 4.17 Vol-3 Pag 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 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. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 2686.95 | 2686.95 | 323.29 | False | None | None | False | None | False | 868664.0655 | 0 | | 2821029 | 91136 | None | Item No 6.6 Vol-3 Page No 51 | 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, 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 vibrators and finished in continuous operation including 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. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 7112.7 | 7112.7 | 646.58 | False | None | None | False | None | False | 4598929.566 | 0 | | 2821030 | 91136 | None | 3.6 Vol-3Page 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 compacted to meet requirement of table No. 300-2 ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 517.65 | 517.65 | 895.16 | False | None | None | False | None | False | 463379.574 | 0 | | 2821031 | 91136 | None | Item No 1.12 Vol-1 Page No.8 | Mechanical Means 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.In all kinds of soils upto 300 mm depth ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 99.75 | 99.75 | 654.98 | False | None | None | False | None | False | 65334.255 | 0 |
| | 1709020279000 | 0 | None | None | Roads | Sabha Bhavan Building Near Valmiki Temple | 1392209.78 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2821032 | 91137 | None | Vol-1 Page no 29 item no 1.4.1) | Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.
---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 254.1 | 254.1 | 42.4 | False | None | None | False | None | False | 10773.84 | 0 | | 2821033 | 91137 | None | Vol-1 Page no 15 item no 2.1.2 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates
---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 5947.2 | 5947.2 | 8.17 | False | None | None | False | None | False | 48588.624 | 0 | | 2821034 | 91137 | None | Vol-1 Page no 15 item no 2.23 | 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
---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 6652.8 | 6652.8 | 11.94 | False | None | None | False | None | False | 79434.432 | 0 | | 2821035 | 91137 | None | Page no 111 vol-1 Addendum -1 item no (1a) | For Additionalities for Formwork,Centring & Scaffolding for columns footings @ 8% Rate of Item No 3 ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 532.22 | 532.22 | 8.75 | False | None | None | False | None | False | 4656.925 | 0 | | 2821036 | 91137 | None | 2023 -2024 vol -1 Page no 111 Addendum-1 Sl N0-2 | For Additionalities for Formwork,Centring & Scaffolding for Plinth Beam @ 50% of Rate itm No-3 ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 3326.4 | 3326.4 | 3.19 | False | None | None | False | None | False | 10611.216 | 0 | | 2821037 | 91137 | None | vol-2 Page no 9 item no 5.1.1 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 5891.55 | 5891.55 | 24.77 | False | None | None | False | None | False | 145933.6935 | 0 | | 2821038 | 91137 | None | Vol-1 Page no 16 item 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 aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 7185.15 | 7185.15 | 31.67 | False | None | None | False | None | False | 227553.7005 | 0 | | 2821039 | 91137 | None | Vol-1 Page no 111 Sl No -9 of Addendum -1 | For Additionalities for Formwork,Centring & Scaffolding for 70% rate an Item N0-7 col ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 5029.61 | 5029.61 | 8.78 | False | None | None | False | None | False | 44159.9758 | 0 | | 2821040 | 91137 | None | Vol-1 Page no 111 Sl No-14 Addendum-1 | For Additionalities for Formwork,Centring & Scaffolding for roof beam @ 60% of an item No-7 ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 4311.09 | 4311.09 | 6.09 | False | None | None | False | None | False | 26254.5381 | 0 | | 2821041 | 91137 | None | vol-1 Page no 7 item no 1.9) | Filling available excavated 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 andwatering, lead up to 50 m and lift upto 1.5 m.
---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 279.3 | 279.3 | 99.3 | False | None | None | False | None | False | 27734.49 | 0 | | 2821042 | 91137 | None | Page no 60 item no 2.1.4 | 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 ( M 10) Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 6527.9 | 6527.9 | 8.77 | False | None | None | False | None | False | 57249.683 | 0 | | 2821043 | 91137 | None | Vol-1 Page no 90 item no 2.11.4 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | t | 93929.85 | 93929.85 | 4.004 | False | None | None | False | None | False | 376095.1194 | 0 | | 2821044 | 91137 | None | vol-2 Page no 41 item no 8.3.1 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary 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.
---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 371.7 | 371.7 | 41.67 | False | None | None | False | None | False | 15488.739 | 0 | | 2821045 | 91137 | None | Page no 64 item no 9.35 | Flooring with 25mm thick polished shahabad slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing,
polishing complete as per specifications.
---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 1717.8 | 1717.8 | 127.35 | False | None | None | False | None | False | 218761.83 | 0 | | 2821046 | 91137 | None | vol-2 Page no 45 item no 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.
---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 143.85 | 143.85 | 213.9 | False | None | None | False | None | False | 30769.515 | 0 | | 2821047 | 91137 | None | vol-2 Page no 46 item no 8.31 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade,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.
---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 186.9 | 186.9 | 41.67 | False | None | None | False | None | False | 7788.123 | 0 | | 2821048 | 91137 | None | Addendum-1 Sl No-15Page No 111 | For Additionalities for Formwork,Centring & Scaffolding for Slab ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 3592.58 | 3592.58 | 16.8 | False | None | None | False | None | False | 60355.344 | 0 |
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| technicalCriterionList | | createdTs | version | createdDate | modifiedDate | description | criterionCategoryText | criterionTypeOthersValue | tenderTechnicalCriterionDocumentList |
|---|
| None | None | None | None | List of Financial Resources with Certificates | None | None | | | None | None | None | None | C)Executed in any one year the following minimum quantities of work(2018-19 to 2022-23) 1) Earth work Excavation 1353.47 cum 2) Providing and laying Cement concrete (PCC/RCC) work 565.70 Cum | Past Experience | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- Work Done Certificate in format 3 in support of format 4 |
| | None | None | None | None | To qualify for the award of this contract each tenderer in his name should have in the last five years financial years. 2018-19 to 2022-23.(b) satisfactorily completed (at least 50% of the contract value), as prime contractor, at least one similar work of value not less than Rs. 42.37 Lakhs. | Past Experience | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- Work done certificate from Employer. Information in format 2 with Indent numbers |
| | None | None | None | None | Technical Personal Sl No Description Required No 1) Technical Graduate-B.E(civil) 1 No2) Graduate Assistant 1 No3) Literate lab assistant 1 No | Capabilities of Vendor | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- Relevant documents of qualification to be scanned |
| | 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) whereA -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 0.50 Year(6 Months).B-Value, at 2023-24 price level, of existing commitments and on-going works to be completed during the next 0.50 year(6 months) form the probable date of Award of this contract. | Capabilities of Vendor | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- Statement on the Letter head of the tenderer |
| | None | None | None | None | 3.3) Each Tenderer should further demonstrate:a) Availability by owning, owning/Hire/Lease basis, Govt circular on GO-FD/AE 263/EXP12-2022, dated- 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 constructions as per MORTH specification.(1) Self Loading Concrete Mixer.(2) Concrete Mixer with Hopper. (3) Construction elevator/Building Hoist/Tower Cranes.(4) Water Tanker.(5) Shuttering materials.(6) Tippers. (7) Pin Vibrators.(8) Plate vibrators.(9) 5 HP Generator.(10) 5 HP pumpset. | Capabilities of Vendor | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- Scanned copy of relevant documents to be furnished. Information in format 8 |
| | None | None | None | None | Each Tenderer should further demonstrate:(b) liquid assets /or availability of credit facilities of not less than Rs. 25.42 Lakhs (Credit lines/ letter of credit/ certificates from banks for meeting the fund requirement etc.as per 1.10 Section 3 Qualification Information. | Financial Status | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- Letter of Credit/Bankers Certificate from Scheduled Bank or Nationalized Bank |
| | None | None | None | None | To qualify for the award of this contract each tenderer in his name should have in the last five year financial years. 2018-19 to 2022-23(a) achieved in atleast two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 84.74 Lakhs. | Financial Status | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- Certificate from Chartered Accountant year wise from 2018-19 to 2022-23. Information in format 1 |
| | None | None | None | None | The tenderer shall furnish ,as part of his tender,EMD in the amount as shown in column 4 of the table of IFT for this particular work.The E.M.D. Rs. 1,70,000/- shall be paid in full through E-payment or in two parts part(1)Rs.50,000/- BY E-PAYMENT. Part (2) balance EMD of Rs. 1,20,000/- EMD shall be in favour of Executive Engineer, Public Works Department Vijayapur Division Vijayapur. And should be in the form of Bank Guarantee in thePrescribed format obtained from any Nationalized / Scheduled Bank. The Part(2) of the EMD shall be delivered to the Executive Engineer before the prescribed date and time of opening of the Technical Bids. Earnest Money Deposit/ Bid security. | Financial Status | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- Scanned copy of FDR /Pledged small saving instrument / BG |
| | None | None | None | None | Information on works are yet to be completed. | Others | Committed works | | createdTs | version | createdDate | modifiedDate | documentName |
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| None | None | None | None | Others -- Information in format 5 certificates in format 3 |
| | None | None | None | None | Information on works for which tender acceptance letters are received. | Others | New works | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- Information in format 6 letter of acceptance |
| | None | None | None | None | Name, Address, Telephone No, Fax No, E-mail ID of the tenderers bankers. | Others | Bankers Details | | createdTs | version | createdDate | modifiedDate | documentName |
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| None | None | None | None | Others -- Information on the letter head of the tendered. |
| | None | None | None | None | The proposed methodology and program 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 the work as per technical specifications within the stipulated period of completion. | Others | CPM/PERT | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- CPM/PERT Chart |
| | None | None | None | None | Constitutional or legal status of the tendered | Others | Legal status | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- Copy of registration document |
| | None | None | None | None | Information on litigation in which the Tendered is involved. | Others | Litigation | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- Information in format 10 |
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