| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1709115853000 | 0 | None | None | Roads | Construction of CC Drains to Both Sides of Road from SH-137 to Devanur Dyamavva Temple and Contruction of CC road & Construction Drains to Both Sides in Yarinarayanapur Village Limit in Kundgol Taluka of Dharwad District. | 2615364.78 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2841888 | 92098 | None | 1.14.1 Vol 18 | 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
1.14.1 In all kinds of soils Depth upto 3 m (1.14.1) | Cum | 102.0 | 102.0 | 453.6 | False | None | None | False | None | False | 46267.2 | 0 | | 2841889 | 92098 | None | 2.1.3 Vol 115 | 2.1 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) 2.1.3 Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse
aggregates | Cum | 5989.0 | 5989.0 | 50.4 | False | None | None | False | None | False | 301845.6 | 0 | | 2841890 | 92098 | None | 2.4.2 Vol 174 | Providing and laying in position Cement Concrete forall Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed
with super plasticisers, laid in ayers,well compacted usingeedlevibrators,providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality,confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates Stone Aggregate (Single size) : 20 mm nominal size | Cum | 6323.0 | 6323.0 | 220.4 | False | None | None | False | None | False | 1393589.2 | 0 | | 2841891 | 92098 | None | 3 Vol 1111 | form work for Item no. 15 (As per Appendix I, Sl no.2 Foundation, Sub structure of Cross drainages from SR volume- page no.115) for drain walls | Cum | 316.15 | 316.15 | 220.4 | False | None | None | False | None | False | 69679.46 | 0 | | 2841892 | 92098 | None | Vol-1Pg No-18 I No-2.11b | Supplying, Fitting and Placing TMT Fe 550 Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. Foundations of Bridges | Tonne | 86206.0 | 86206.0 | 8.82 | False | None | None | False | None | False | 760336.92 | 0 | | 2841893 | 92098 | None | 1.11 Vol 17 | Filling approved earth (excluding rock) in trenches, plinth,sides of foundations and other similar works etc. in layers not exceeding 20cm indepth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 433.0 | 433.0 | 100.8 | False | None | None | False | None | False | 43646.4 | 0 |
| | 1709115853000 | 0 | None | None | Roads | Construction of CC Drains to Both Sides of Road from SH-137 to Devanur Dyamavva Temple and Contruction of CC road & Construction Drains to Both Sides in Yarinarayanapur Village Limit in Kundgol Taluka of Dharwad District. | 5007150.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2841894 | 92099 | None | 3.4 Vol 3 17 | 3.4 305.4.3 (ii) Scarifying Existing Granular Surface to a Depth of 50 mm by
Mechanical Means using Hydraulic excavator | Sqm | 5.0 | 5.0 | 675.0 | False | None | None | False | None | False | 3375.0 | 0 | | 2841895 | 92099 | None | Vol-1 1.12 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.In all kinds of soils upto 300 mm depth | Cum | 95.0 | 95.0 | 675.0 | False | None | None | False | None | False | 64125.0 | 0 | | 2841896 | 92099 | None | 3.11 Vol-318 | 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. | Sqm | 4.0 | 4.0 | 3375.0 | False | None | None | False | None | False | 13500.0 | 0 | | 2841897 | 92099 | None | 4.2.B V Vol 3 23 | 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 m3 2,234.00 (4.2 V) | Cum | 2359.0 | 2359.0 | 337.5 | False | None | None | False | None | False | 796162.5 | 0 | | 2841898 | 92099 | None | 4.17 Vol 3 26 | 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(4.27) | Cum | 2559.0 | 2559.0 | 168.75 | False | None | None | False | None | False | 431831.25 | 0 | | 2841899 | 92099 | None | vol 3-I NO -16.28 149 | 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.(20.29) | Cum | 6754.0 | 6754.0 | 371.25 | False | None | None | False | None | False | 2507422.5 | 0 | | 2841900 | 92099 | None | 10.16 Vol 3 95 | Providing and laying heavy duty cobble stones 75mm thick interlock
pavers, using cement and course sand for manufacture of blocks of
approved size, shape and colour with a minimum compressive strength
of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and
compacting with plate vibrator having 3 tons compaction force thereby
forcing part of sand underneath to come up in between joints, final
compaction of paver surface joints into its final level, including cost of
materials, labour and Usage charges of machinery complete as per
specifications.(9.32) | Sqm | 484.0 | 484.0 | 33.0 | False | None | None | False | None | False | 15972.0 | 0 | | 2841901 | 92099 | None | vol3-3.6 17 | 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-(3.6) | Cum | 493.0 | 493.0 | 253.12 | False | None | None | False | None | False | 124788.16 | 0 | | 2841902 | 92099 | None | 8.54 Vol - 3 78 | Providing and fixing board displaying information, such
as 'Name of work, Tender cost, Name of Contractor, Work
completion and liability period etc', having rectangular shape
of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild
steel sheet painted with one coat of Zinc chromate stoving
primer and two coats of enamel paint on front side and grey
stove enamel on back side and border / messages / symbols
etc. with approved colour shade paint complete, on M.S.angle
of size 35 x 35 x 3 mm frame with properly cross braced M.S.
angles of size 35mmx35mmx3mm duly painted including Two
M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m
long painted with alternate black and white bands of 25 cm width
including all fixtures etc.and fixing the boards in 1:4:8 concrete
block of size 60 cm x 60 cm x 75 cm including, excavation,
refilling, transportation, and labour etc complete. Spec. No. As
directed by Engineer in Charge & MoRTH specification 804 | No | 9000.0 | 9000.0 | 1.0 | False | None | None | False | None | False | 9000.0 | 0 | | 2841903 | 92099 | None | 1.14.1 Vol 1 8 | 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
1.14.1 In all kinds of soils Depth upto 3 m (1.14.1) | Cum | 102.0 | 102.0 | 167.58 | False | None | None | False | None | False | 17093.16 | 0 | | 2841904 | 92099 | None | 2.1.3 Vol 115 | 2.1 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) 2.1.3 Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse
aggregates | Cum | 5989.0 | 5989.0 | 18.62 | False | None | None | False | None | False | 111515.18 | 0 | | 2841905 | 92099 | None | 2.4.2 Vol 174 | 2.1 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) 2.1.3 Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse
aggregates | Cum | 6323.0 | 6323.0 | 86.47 | False | None | None | False | None | False | 546749.81 | 0 | | 2841906 | 92099 | None | 3 Vol 1 111 | form work for Item no. 15 (As per Appendix I, Sl no.2 Foundation, Sub structure of Cross drainages from SR volume- page no.115) for drain walls
| Cum | 316.5 | 316.5 | 86.47 | False | None | None | False | None | False | 27367.755 | 0 | | 2841907 | 92099 | None | Vol-1Pg No-18I No-2.11b | Supplying, Fitting and Placing TMT Fe 550 Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. Foundations of Bridges | Tonne | 86206.0 | 86206.0 | 3.46 | False | None | None | False | None | False | 298272.76 | 0 | | 2841908 | 92099 | None | 1.11 Vol 17 | Filling approved earth (excluding rock) in trenches, plinth,sides of foundations and other similar works etc. in layers not exceeding 20cm indepth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 433.0 | 433.0 | 37.24 | False | None | None | False | None | False | 16124.92 | 0 | | 2841909 | 92099 | None | 8.15 Vol 3 67 | 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(8.15) | Sqm | 530.0 | 530.0 | 45.0 | False | None | None | False | None | False | 23850.0 | 0 |
|
|
|---|
| technicalCriterionList | | createdTs | version | createdDate | modifiedDate | description | criterionCategoryText | criterionTypeOthersValue | tenderTechnicalCriterionDocumentList |
|---|
| None | None | None | None | Executed in any one year the following minimum quantities of work (Earthwork 1239.44Ccum,Concrete (including PCC & RCC) -597.71 Cum ,Steel-9.82 Tonne,GSB 270.00 Cum ,WMM-135.00 Cum etc) (80% of peak rate of construction). | Capabilities of Vendor | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Work Done Certificate |
| | None | None | None | None | PWD Registration Certificate | Capabilities of Vendor | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- PWD Registration Certificate Class-3 and above |
| | None | None | None | None | 3.2 B) To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e. 2018-19, 2019-20 2020-21, 2021-22 & 2022-23 Satisfactorily completed as prime contractor, at least one similar work such as Construction of CC road, CC drain of value not less than Rs 38.12 Lakhs | Capabilities of Vendor | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Work Done Certificate |
| | None | None | None | None | 3.3) Each Tenderer should further demonstrate: (a) As per this note, each tenderer should demonstrate availability of few key equipments / machinery for execution of the work. However as per Govt circular no GO FD/AE 263/EXP12-2022 dtd 11-05-2022, this clause for owning key equipments for works costing up to Rs.3.00 crores is exempted. However it is obligatory for the contractor to use the following machineries for various activities involved in construction as per Morth specification. The following is the list of Plant & Equipment to be deployed on project 1) Tippers / Trucks , 2) Excavator / Backhoe, 3)Concrete Mixer (4)Centring Plates (5)Water Tanker (6)Vibratory Road Roller | Capabilities of Vendor | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- Machinaries |
| | None | None | None | None | Liquid assets and/or availability of credit facilities of not less than Rs.22.87 Lakhs. (Credit lines/letter of credit/ certificates from the banks for meeting the fund requirement etc. LOC in the prescribed Format-2 given in bid document. | Capabilities of Vendor | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Line of Credit |
| | None | None | None | None | Banker Details for reference | Capabilities of Vendor | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- Banker Details for reference |
| | None | None | None | None | 3.2 To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e. ,2018-19, 2019-20 2020-21 2021-22 2022-23 a) Achieved in at least Two Financial years an average annual financial turnover Rs. 76.23 Lakhs (in all classes of civil engineering construction works only). | Financial Status | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Audited CA Certificate of Annual Turnover |
| | None | None | None | None | Annual Financial Turnover Certificate for the last five years i.e from 2018-19 to 2022-23, UDIN is preferred in Turnover certificate | Financial Status | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Audited CA Certificate of Annual Turnover |
| | None | None | None | None | P&L statements, Balance sheet, ITR copies / Auditors reports for the last 05 years i.e from 2018-19 to 2022-23 | Financial Status | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Audited CA Certificate of Annual Turnover |
| | None | None | None | None | List of existing commitments and ongoing works | Others | List of existing commitments and ongoing works | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- List of existing commitments and ongoing works |
| | None | None | None | None | List of works for which tenders already submitted | Others | List of works for which tenders already submitted | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- List of works for which tenders already submitted |
| | None | None | None | None | Information on litigation in which the Tenderer is involved | Others | Information on litigation in which the Tenderer is involved | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- Information on litigation in which the Tenderer is involved |
| | None | None | None | None | Principal Place of Business | Others | Principal Place of Business | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- Principal Place of Business |
| | 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 contract, if awarded | Others | Technical Personnel | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- Technical Personnel |
| | None | None | None | None | 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 as per milestones. | Others | Methodology | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- Methodology |
|
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