| 1716447325000 | 0 | None | None | Roads | Construction of Road and drain in Doddagollarahatti(Rs.20.00lakhs),Construction of CC road in Nadumavinahalli (Rs.10.00lakhs)Constructionof cc road in Toolahalli (Rs.15lakhs)Construction of cc road in Hanumanahalli (Rs,10.00lakhs) and Construction of cc road in Benakanahalli village in Kudligi Constrituency | 5496154.86 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3148541 | 108408 | None | code01 | CONTREMRNT OF CC ROAD AND DRAIN IN D.GOLLARAHATTI :Earth work excavation by manual means for drains, canals, waste weir, draft,appr oach channels, key trenches, foundation of Buildings & 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 a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. (PWD CSR 2023-24 VOL-I S.No. 1.4.1 P.No.5 ) | Cum | 254.1 | 254.1 | 175.44 | False | None | None | False | None | False | 44579.304 | 0 | | 3148542 | 108408 | None | code02 | Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supportingembankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC and thencompacted by rolling so as to achieve minimum dry density asgiven in Table 300-2 for embankment construction. (PWD CSR 2023-24 VOL-3, SLNo. 3.7, P.No.17 ) | Cum | 110.25 | 110.25 | 131.58 | False | None | None | False | None | False | 14506.695 | 0 | | 3148543 | 108408 | None | code03 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with alllifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of bour,rolling,water,all materials,usage& all other appurtenaces requiredto complete the work.(PWD CSR 2023-24 VOL-I, SL.No.1.8 P.No.7 ) | Cum | 497.7 | 497.7 | 131.58 | False | None | None | False | None | False | 65487.366 | 0 | | 3148544 | 108408 | None | code04 | Wet Mix Macadam (Plant mix method)Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixingthe Material with water at OMC in mechanical mix plant carriageof mixed Material by tipper to site, laying in uniform layers withpaver/grader in sub-base / base course on well prepared surfaceand compacting with vibratory roller to achieve the desired density.. PWD CSR 2023-24 VOL-3, SL.No.4.17 (A) P.No. 26) | Cum | 2686.95 | 2686.95 | 87.72 | False | None | None | False | None | False | 235699.254 | 0 | | 3148545 | 108408 | None | code05 | Providing and constructing un-reinforced plain cementconcrete pavement, thickness as per design, over aprepared sub base, with 43 grade cement or any othertype as per Clause 1501.2.2 M20 (Grade), coarse andfine aggregates conforming to IS:383, maximum sizeof coarse aggregate not exceeding 25 mm, mixed ina concrete mixer of not less than 0.2 m3 capacity andappropriate 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 asper drawing), spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibrators andfinished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and conveyance of allmaterials, labour, equipments etc., complete. as per thedirections of the Engineer-in-charge of the work. PWD CSR 2023-24 VOL-3, SL.No.16.27 P.No. 148) | Cum | 6692.7 | 6692.7 | 131.58 | False | None | None | False | None | False | 880625.466 | 0 | | 3148546 | 108408 | None | code06 | Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trenches, foundation of bridges andsuch simillar works in all kinds of soils , as per drawing and technicalspecifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter,excavated surface leveled and sides neatly dressed disposing off theexcavated 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 & otherappurtenaces required to complete the work. (PWD CSR 2023-24 VOL-I S.No. 1.4.1 P.No.5 ) | Cum | 254.1 | 254.1 | 52.65 | False | None | None | False | None | False | 13378.365 | 0 | | 3148547 | 108408 | None | code07 | 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 pertechnical specifications. (The cost of steel reinforcement & formwork Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates PWD DSR.2023-24/ Pg-15 Item No.2.1.3 Rs.6201.00/cum | Cum | 6511.05 | 6511.05 | 5.85 | False | None | None | False | None | False | 38089.6425 | 0 | | 3148548 | 108408 | None | code08 | 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) PWD DSR.2023-24/ Pg-15 Item No.2.2.1.1 Rs. 6595.00/cum | Cum | 11772.08 | 11772.08 | 21.45 | False | None | None | False | None | False | 252511.116 | 0 | | 3148549 | 108408 | None | code09 | 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 PWD DSR.2023-24/V-1, Pg-84 I No. 2.11A Rs.89457/MT | Cum | 93.93 | 93.93 | 1501.5 | False | None | None | False | None | False | 141035.895 | 0 | | 3148550 | 108408 | None | code10 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with alllifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of bour,rolling,water,all materials,usage& all other appurtenaces requiredto complete the work.(PWD CSR 2023-24 VOL-I, SL.No.1.8 P.No.7 ) | Cum | 497.7 | 497.7 | 3.9 | False | None | None | False | None | False | 1941.03 | 0 | | 3148551 | 108408 | None | code11 | Providing and fixing kkrdb name board | No | 6000.0 | 6000.0 | 1.0 | False | None | None | False | None | False | 6000.0 | 0 | | 3148552 | 108408 | None | code12 | CONTREMRNT OF CC ROAD A IN NADUMAVINAHALLI :Earth work excavation by manual means for drains, canals, waste weir, draft,appr oach channels, key trenches, foundation of Buildings & 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 a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. (PWD CSR 2023-24 VOL-I S.No. 1.4.1 P.No.5 ) | Cum | 254.1 | 254.1 | 96.08 | False | None | None | False | None | False | 24413.928 | 0 | | 3148553 | 108408 | None | code13 | Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supportingembankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC and thencompacted by rolling so as to achieve minimum dry density asgiven in Table 300-2 for embankment construction. (PWD CSR 2023-24 VOL-3, SLNo. 3.7, P.No.17 ) | Cum | 110.25 | 110.25 | 96.08 | False | None | None | False | None | False | 10592.82 | 0 | | 3148554 | 108408 | None | code14 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with alllifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of bour,rolling,water,all materials,usage& all other appurtenaces requiredto complete the work.(PWD CSR 2023-24 VOL-I, SL.No.1.8 P.No.7 ) | Cum | 497.7 | 497.7 | 64.05 | False | None | None | False | None | False | 31877.685 | 0 | | 3148555 | 108408 | None | code15 | Wet Mix Macadam (Plant mix method)Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixingthe Material with water at OMC in mechanical mix plant carriageof mixed Material by tipper to site, laying in uniform layers withpaver/grader in sub-base / base course on well prepared surfaceand compacting with vibratory roller to achieve the desired density.. PWD CSR 2023-24 VOL-3, SL.No.4.17 (A) P.No. 26) | Cum | 2686.95 | 2686.95 | 48.04 | False | None | None | False | None | False | 129081.078 | 0 | | 3148556 | 108408 | None | code16 | Providing and constructing un-reinforced plain cementconcrete pavement, thickness as per design, over aprepared sub base, with 43 grade cement or any othertype as per Clause 1501.2.2 M20 (Grade), coarse andfine aggregates conforming to IS:383, maximum sizeof coarse aggregate not exceeding 25 mm, mixed ina concrete mixer of not less than 0.2 m3 capacity andappropriate 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 asper drawing), spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibrators andfinished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and conveyance of allmaterials, labour, equipments etc., complete. as per thedirections of the Engineer-in-charge of the work. PWD CSR 2023-24 VOL-3, SL.No.16.27 P.No. 148) | Cum | 6692.7 | 6692.7 | 96.08 | False | None | None | False | None | False | 643034.616 | 0 | | 3148557 | 108408 | None | code17 | Providing and fixing kkrdb name board | No | 6000.0 | 6000.0 | 1.0 | False | None | None | False | None | False | 6000.0 | 0 | | 3148558 | 108408 | None | code18 | CONTREMRNT OF CC ROAD A IN TOOLAHALLI:Earth work excavation by manual means for drains, canals, waste weir, draft,appr oach channels, key trenches, foundation of Buildings & 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 a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. (PWD CSR 2023-24 VOL-I S.No. 1.4.1 P.No.5 ) | Cum | 254.1 | 254.1 | 144.6 | False | None | None | False | None | False | 36742.86 | 0 | | 3148559 | 108408 | None | code19 | Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supportingembankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC and thencompacted by rolling so as to achieve minimum dry density asgiven in Table 300-2 for embankment construction. (PWD CSR 2023-24 VOL-3, SLNo. 3.7, P.No.17 ) | Cum | 110.25 | 110.25 | 144.6 | False | None | None | False | None | False | 15942.15 | 0 | | 3148560 | 108408 | None | code20 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with alllifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of bour,rolling,water,all materials,usage& all other appurtenaces requiredto complete the work.(PWD CSR 2023-24 VOL-I, SL.No.1.8 P.No.7 ) | Cum | 497.7 | 497.7 | 96.4 | False | None | None | False | None | False | 47978.28 | 0 | | 3148561 | 108408 | None | code21 | Wet Mix Macadam (Plant mix method)Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixingthe Material with water at OMC in mechanical mix plant carriageof mixed Material by tipper to site, laying in uniform layers withpaver/grader in sub-base / base course on well prepared surfaceand compacting with vibratory roller to achieve the desired density.. PWD CSR 2023-24 VOL-3, SL.No.4.17 (A) P.No. 26) | Cum | 2686.95 | 2686.95 | 72.3 | False | None | None | False | None | False | 194266.485 | 0 | | 3148562 | 108408 | None | code22 | Providing and constructing un-reinforced plain cementconcrete pavement, thickness as per design, over aprepared sub base, with 43 grade cement or any othertype as per Clause 1501.2.2 M20 (Grade), coarse andfine aggregates conforming to IS:383, maximum sizeof coarse aggregate not exceeding 25 mm, mixed ina concrete mixer of not less than 0.2 m3 capacity andappropriate 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 asper drawing), spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibrators andfinished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and conveyance of allmaterials, labour, equipments etc., complete. as per thedirections of the Engineer-in-charge of the work. PWD CSR 2023-24 VOL-3, SL.No.16.27 P.No. 148) | Cum | 6692.7 | 6692.7 | 144.6 | False | None | None | False | None | False | 967764.42 | 0 | | 3148563 | 108408 | None | code23 | Providing and fixing kkrdb name board | No | 6000.0 | 6000.0 | 1.0 | False | None | None | False | None | False | 6000.0 | 0 | | 3148564 | 108408 | None | code24 | CONTREMRNT OF CC ROAD A IN HANUMSNSHSLLI:Earth work excavation by manual means for drains, canals, waste weir, draft,appr oach channels, key trenches, foundation of Buildings & 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 a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. (PWD CSR 2023-24 VOL-I S.No. 1.4.1 P.No.5 ) | Cum | 254.1 | 254.1 | 96.0 | False | None | None | False | None | False | 24393.6 | 0 | | 3148565 | 108408 | None | code25 | Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supportingembankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC and thencompacted by rolling so as to achieve minimum dry density asgiven in Table 300-2 for embankment construction. (PWD CSR 2023-24 VOL-3, SLNo. 3.7, P.No.17 ) | Cum | 110.25 | 110.25 | 96.0 | False | None | None | False | None | False | 10584.0 | 0 | | 3148566 | 108408 | None | code26 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with alllifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of bour,rolling,water,all materials,usage& all other appurtenaces requiredto complete the work.(PWD CSR 2023-24 VOL-I, SL.No.1.8 P.No.7 ) | Cum | 497.7 | 497.7 | 64.0 | False | None | None | False | None | False | 31852.8 | 0 | | 3148567 | 108408 | None | code27 | Wet Mix Macadam (Plant mix method)Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixingthe Material with water at OMC in mechanical mix plant carriageof mixed Material by tipper to site, laying in uniform layers withpaver/grader in sub-base / base course on well prepared surfaceand compacting with vibratory roller to achieve the desired density.. PWD CSR 2023-24 VOL-3, SL.No.4.17 (A) P.No. 26) | Cum | 2686.95 | 2686.95 | 48.0 | False | None | None | False | None | False | 128973.6 | 0 | | 3148568 | 108408 | None | code28 | Providing and constructing un-reinforced plain cementconcrete pavement, thickness as per design, over aprepared sub base, with 43 grade cement or any othertype as per Clause 1501.2.2 M20 (Grade), coarse andfine aggregates conforming to IS:383, maximum sizeof coarse aggregate not exceeding 25 mm, mixed ina concrete mixer of not less than 0.2 m3 capacity andappropriate 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 asper drawing), spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibrators andfinished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and conveyance of allmaterials, labour, equipments etc., complete. as per thedirections of the Engineer-in-charge of the work. PWD CSR 2023-24 VOL-3, SL.No.16.27 P.No. 148) | Cum | 6692.7 | 6692.7 | 96.0 | False | None | None | False | None | False | 642499.2 | 0 | | 3148569 | 108408 | None | code29 | Providing and fixing kkrdb name board | No | 6000.0 | 6000.0 | 1.0 | False | None | None | False | None | False | 6000.0 | 0 | | 3148570 | 108408 | None | code30 | CONTREMRNT OF CC ROAD A IN BENAKANAHALLI :Earth work excavation by manual means for drains, canals, waste weir, draft,appr oach channels, key trenches, foundation of Buildings & 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 a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. (PWD CSR 2023-24 VOL-I S.No. 1.4.1 P.No.5 ) | Cum | 254.1 | 254.1 | 96.0 | False | None | None | False | None | False | 24393.6 | 0 | | 3148571 | 108408 | None | code31 | Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supportingembankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC and thencompacted by rolling so as to achieve minimum dry density asgiven in Table 300-2 for embankment construction. (PWD CSR 2023-24 VOL-3, SLNo. 3.7, P.No.17 ) | Cum | 110.25 | 110.25 | 96.0 | False | None | None | False | None | False | 10584.0 | 0 | | 3148572 | 108408 | None | code32 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with alllifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of bour,rolling,water,all materials,usage& all other appurtenaces requiredto complete the work.(PWD CSR 2023-24 VOL-I, SL.No.1.8 P.No.7 ) | Cum | 497.7 | 497.7 | 64.0 | False | None | None | False | None | False | 31852.8 | 0 | | 3148573 | 108408 | None | code33 | Wet Mix Macadam (Plant mix method)Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixingthe Material with water at OMC in mechanical mix plant carriageof mixed Material by tipper to site, laying in uniform layers withpaver/grader in sub-base / base course on well prepared surfaceand compacting with vibratory roller to achieve the desired density.. PWD CSR 2023-24 VOL-3, SL.No.4.17 (A) P.No. 26) | Cum | 2686.95 | 2686.95 | 48.0 | False | None | None | False | None | False | 128973.6 | 0 | | 3148574 | 108408 | None | code34 | Providing and constructing un-reinforced plain cementconcrete pavement, thickness as per design, over aprepared sub base, with 43 grade cement or any othertype as per Clause 1501.2.2 M20 (Grade), coarse andfine aggregates conforming to IS:383, maximum sizeof coarse aggregate not exceeding 25 mm, mixed ina concrete mixer of not less than 0.2 m3 capacity andappropriate 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 asper drawing), spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibrators andfinished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and conveyance of allmaterials, labour, equipments etc., complete. as per thedirections of the Engineer-in-charge of the work. PWD CSR 2023-24 VOL-3, SL.No.16.27 P.No. 148) | Cum | 6692.7 | 6692.7 | 96.0 | False | None | None | False | None | False | 642499.2 | 0 | | 3148575 | 108408 | None | code35 | Providing and fixing kkrdb name board | No | 6000.0 | 6000.0 | 1.0 | False | None | None | False | None | False | 6000.0 | 0 |
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