| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1721111355000 | 0 | None | None | Other Works | Construction of CC road from Mahantesh Jotavar house to Chaulagi Factory in Ward No. 22 | 82065.25 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3530297 | 127049 | 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 | 12.5 | False | None | None | False | None | False | 82065.25 | 0 |
| | 1721111355000 | 0 | None | None | Other Works | Construction of CC Road from Javali Park to Kalala House in Ward No. 20 | 125686.24 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3530298 | 127050 | 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 | 21.0 | False | None | None | False | None | False | 10663.59 | 0 | | 3530299 | 127050 | 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 | 17.52 | False | None | None | False | None | False | 115022.6544 | 0 |
| | 1721111355000 | 0 | None | None | Other Works | Construction of CC Road from Anganwadi to Ganesh Sudal house in Ward No.20 | 218293.56 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3530300 | 127051 | 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 | 33.25 | False | None | None | False | None | False | 218293.565 | 0 |
| | 1721111355000 | 0 | None | None | Other Works | Construction of CC road from Boraginayaka shop to Limbikayi House in Ward No.23 | 91913.08 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3530301 | 127052 | 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 | 14.0 | False | None | None | False | None | False | 91913.08 | 0 |
| | 1721111355000 | 0 | None | None | Other Works | Construction of CC Road from Chavadi to Kuchanur hospital in Ward No.23 | 106684.82 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3530302 | 127053 | 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 | 16.25 | False | None | None | False | None | False | 106684.825 | 0 |
| | 1721111355000 | 0 | None | None | Other Works | Construction of CC Road from Milind Kokkalakki House to Ramanna Hulakund House in Ward No.23 | 123097.88 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3530303 | 127054 | 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 | 18.75 | False | None | None | False | None | False | 123097.875 | 0 |
| | 1721111355000 | 0 | None | None | Other Works | Construction of CC Road from Channappa Bengudagi House to Pujari House in Ward No.24 | 52521.76 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3530304 | 127055 | 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 | 8.0 | False | None | None | False | None | False | 52521.76 | 0 |
| | 1721111355000 | 0 | None | None | Other Works | Construction of CC Road from Kuchanur Hospital to Raval House in Ward No.24 | 118173.96 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3530305 | 127056 | 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 | 18.0 | False | None | None | False | None | False | 118173.96 | 0 |
| | 1721111355000 | 0 | None | None | Other Works | Installation of cobble pavers from Rawal house to Mirji house in Ward No.24 | 224192.95 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3530306 | 127057 | 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 | 12.6 | False | None | None | False | None | False | 6398.154 | 0 | | 3530307 | 127057 | None | code02 | 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 M10 Using 20 mm nominal size graded crushed coarse aggregates. Page no.15, Item no.2.1.4 PWD SR 2023-24 Volume 1 | Cum | 6403.51 | 6403.51 | 18.045 | False | None | None | False | None | False | 115551.33795 | 0 | | 3530308 | 127057 | None | code03 | 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 asper the direction of Engineer-in-charge. WMM/WBM Base to bepaid separately as per relevant technical specification. Page no.51, Item no.6.8.2 PWD SR 2023-24 Volume 3 | Sqm | 1195.83 | 1195.83 | 85.5 | False | None | None | False | None | False | 102243.465 | 0 |
| | 1721111355000 | 0 | None | None | Other Works | Construction of CC road in front of Bhimappa Hipparagi house, in ladies toilet and near health center in Ward No.26 | 381660.11 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3530309 | 127058 | 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 | 25.0 | False | None | None | False | None | False | 12694.75 | 0 | | 3530310 | 127058 | 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 | 56.2 | False | None | None | False | None | False | 368965.364 | 0 |
| | 1721111355000 | 0 | None | None | Other Works | Construction of CC road in front of Sadashiva Melagiri house and near Marabasannavar house in Ward No. 27 | 164130.5 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3530311 | 127059 | 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 | 25.0 | False | None | None | False | None | False | 164130.5 | 0 |
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