| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1721112670000 | 0 | None | None | Other Works | Construction C.C. Road from Siddagireppa Kumatagi house to Mahadeva Bugati house in Ward no. 28 | 167294.53 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3530942 | 127090 | None | code01 | 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 Page no.17 Item no.3.6 PWD SR 2023-24 Volume 3 | Cum | 507.79 | 507.79 | 14.85 | False | None | None | False | None | False | 7540.6815 | 0 | | 3530943 | 127090 | None | code02 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates.Vol-1 SR 2023-24, It.No.2.1.2, P.No 13 | Cum | 5833.92 | 5833.92 | 14.85 | False | None | None | False | None | False | 86633.712 | 0 | | 3530944 | 127090 | None | code03 | 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 aggre gate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weighbatcher 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 constr uction 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Page no.148 Item no.16.27 PWD SR 2023-24 Volume 3 | Cum | 6565.22 | 6565.22 | 11.1375 | False | None | None | False | None | False | 73120.13775 | 0 |
| | 1721112670000 | 0 | None | None | Other Works | Construction of CC road from Hanamant Hipparagi house to Mahaningappa Avatade house in Ward no.28 | 162225.01 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3530945 | 127091 | None | code01 | 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 Page no.17 Item no.3.6 PWD SR 2023-24 Volume 3 | Cum | 507.79 | 507.79 | 14.4 | False | None | None | False | None | False | 7312.176 | 0 | | 3530946 | 127091 | None | code02 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates.Vol-1 SR 2023-24, It.No.2.1.2, P.No 13 | Cum | 5833.92 | 5833.92 | 14.4 | False | None | None | False | None | False | 84008.448 | 0 | | 3530947 | 127091 | None | code03 | 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 aggre gate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weighbatcher 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 constr uction 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Page no.148 Item no.16.27 PWD SR 2023-24 Volume 3 | Cum | 6565.22 | 6565.22 | 10.8 | False | None | None | False | None | False | 70904.376 | 0 |
| | 1721112670000 | 0 | None | None | Other Works | Construction of CC road from Pintoo Kankanwadi house to Siraj Hudedamani house in Ward no.28 | 281640.63 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3530948 | 127092 | None | code01 | 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 Page no.17 Item no.3.6 PWD SR 2023-24 Volume 3 | Cum | 507.79 | 507.79 | 25.0 | False | None | None | False | None | False | 12694.75 | 0 | | 3530949 | 127092 | None | code02 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates.Vol-1 SR 2023-24, It.No.2.1.2, P.No 13 | Cum | 5833.92 | 5833.92 | 25.0 | False | None | None | False | None | False | 145848.0 | 0 | | 3530950 | 127092 | None | code03 | 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 aggre gate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weighbatcher 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 constr uction 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Page no.148 Item no.16.27 PWD SR 2023-24 Volume 3 | Cum | 6565.22 | 6565.22 | 18.75 | False | None | None | False | None | False | 123097.875 | 0 |
| | 1721112670000 | 0 | None | None | Other Works | Construction of CC road from Kyadari Nalodi house to Shivappa Athani house in Ward no.28 | 520471.87 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3530951 | 127093 | None | code01 | 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 Page no.17 Item no.3.6 PWD SR 2023-24 Volume 3 | Cum | 507.79 | 507.79 | 46.2 | False | None | None | False | None | False | 23459.898 | 0 | | 3530952 | 127093 | None | code02 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates.Vol-1 SR 2023-24, It.No.2.1.2, P.No 13 | Cum | 5833.92 | 5833.92 | 46.2 | False | None | None | False | None | False | 269527.104 | 0 | | 3530953 | 127093 | None | code03 | 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 aggre gate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weighbatcher 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 constr uction 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Page no.148 Item no.16.27 PWD SR 2023-24 Volume 3 | Cum | 6565.22 | 6565.22 | 34.65 | False | None | None | False | None | False | 227484.873 | 0 |
| | 1721112670000 | 0 | None | None | Other Works | Construction of CC Road from Mahaning Vastra House to Maruti Temple in Ward No.09 | 654880.7 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3530954 | 127094 | None | code01 | 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 aggre gate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weighbatcher 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 constr uction 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Page no.148 Item no.16.27 PWD SR 2023-24 Volume 3 | Cum | 6565.22 | 6565.22 | 99.75 | False | None | None | False | None | False | 654880.695 | 0 |
| | 1721112670000 | 0 | None | None | Other Works | Construction of CC Road in the Gents toilet premises in Ward no. 14 | 739437.83 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3530955 | 127095 | None | code01 | 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 Item no.3.6. PWD SR 2023-24 Volume 3 | Cum | 507.79 | 507.79 | 106.4 | False | None | None | False | None | False | 54028.856 | 0 | | 3530956 | 127095 | None | code02 | 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 151.2.2 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 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. Item no.16.27. PWD SR 2023-24 Volume 3 | Cum | 6565.22 | 6565.22 | 104.4 | False | None | None | False | None | False | 685408.968 | 0 |
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