tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
---|
1724393608000 | 1 | None | None | Roads | Construction of CC Road and CC Drain at ward 13 of sindhanur CMC limit,Sindhanur taluk (sindhanur Constituency)KKRDB Micro Fund General grant for the year 2023-24 (RCH2320243859) | 6217800.8 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3841640 | 146603 | None | PWD Common Vol 3 SR S.No.3.7 P.No.17 for 2023-24 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction | Cum | 110.25 | 110.25 | 460.11 | False | None | None | False | None | False | 50727.1275 | 0 | 3841641 | 146603 | None | PWD Common SR Volume 3 S.No.3.6 P.No.17 for 2023-2 | 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 | Cum | 517.65 | 517.65 | 601.98 | False | None | None | False | None | False | 311614.947 | 0 | 3841642 | 146603 | None | PWD Common SR Volume 3 S.No.4.1 .A.(v) P.No.24 for | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading -V Material | Cum | 2611.35 | 2611.35 | 298.85 | False | None | None | False | None | False | 780401.9475 | 0 | 3841643 | 146603 | None | PWD Common Volume 3 SR S.No.4.17 P.No.26 for 2023- | 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 | Cum | 2686.95 | 2686.95 | 167.78 | False | None | None | False | None | False | 450816.471 | 0 | 3841644 | 146603 | None | PWD Common SR Volume 3 S.No.16.28 P.No.149 for 202 | Providing and constructing un-reinforced plain cement concrete pavement, thickness asper design, over a prepared sub base, with 43 grade cement or any other type as perClause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016,maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixerof not less than 0.2 cum capacity and appropriate weigh batcher usingapproved mix design, laid in approved fixed side formwork (steel channel, layingand fixing of 125 micron thick polythene film, wedges, steel plates including levelling theformwork 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 | Cum | 6692.7 | 6692.7 | 335.54 | False | None | None | False | None | False | 2245668.558 | 0 | 3841645 | 146603 | None | PWD Common SR Volume 1 S.No.1.14.1 P.No.8 for 202 | Earth work excavation for Foundation by mechanical means for all works &depth upto 3 m, as per drawing and technical specifications, including settingout, shoring, strutting, barricading, caution lights, including dressing ofexcavated 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete work. In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 400.4 | False | None | None | False | None | False | 42882.84 | 0 | 3841646 | 146603 | None | PWD Common SR Volume 1 S.No.2.1.2 P.No.15 for 202 | Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codesmachine mixed, laid in layers not exceeding 150 mm thickness, well compactedusing plate vibrators, including all lead & lifts, cost of allmaterials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as pertechnical specifications | Cum | 5947.2 | 5947.2 | 61.6 | False | None | None | False | None | False | 366347.52 | 0 | 3841647 | 146603 | None | PWD Common SR Volume 1 S.No.2.4.2 P.No.16 for 202 | Providing and laying in position Cement Concrete for all Sub structures ofbuilding, Irrigation works, Sub structure works of bridges, Drain works &other parallel works from 0.50m to 3.50 m height. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall 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 ppurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 138.51 | False | None | None | False | None | False | 919588.6665 | 0 | 3841648 | 146603 | None | PWD Common SR Volume 1 S.No.2.11 (h) P.No.111 for | Centering and shuttering for cement Concrete Drain Walls 35% | Cum | 2323.7 | 2323.7 | 138.51 | False | None | None | False | None | False | 321855.687 | 0 | 3841649 | 146603 | None | PWD Common SR Volume 1 S.No.2.11 (h) P.No.18 for | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking,aping/welding joints, tying with binding wire / soft annealed steel wire and otherancilary operations complete as per drawing and technical specification .All other type of structures | Tonne | 82961.55 | 82961.55 | 8.66 | False | None | None | False | None | False | 718447.023 | 0 | 3841650 | 146603 | None | PWD Common SR Volume 3 S.No. 8.55 P.No.78 for 2023 | Providing and fixing board displaying information, such as 'Name of work, ender 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 hromate 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 olour 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. Asdirected by Engineer in Charge & MoRTH specification 804 | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
| 1724393608000 | 1 | None | None | Roads | Electrical pole shifting | 81702.3 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3841651 | 146604 | None | Gescom rates | Erection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth
| Nos | 1113.0 | 1113.0 | 12.0 | False | None | None | False | None | False | 13356.0 | 0 | 3841652 | 146604 | None | Gescom rates | Releasing & Restringing/Tightening of
loose spans b) Rabbit
| m | 9.25 | 9.25 | 3700.0 | False | None | None | False | None | False | 34225.0 | 0 | 3841653 | 146604 | None | Gescom rates | Releasing Of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth | Nos | 1001.7 | 1001.7 | 12.0 | False | None | None | False | None | False | 12020.4 | 0 | 3841654 | 146604 | None | Gescom rates | 200006-PSC Pole-9.0M Long,200 kg WL | Seedl | 4954.82 | 4954.82 | 3.0 | False | None | None | False | None | False | 14864.46 | 0 | 3841655 | 146604 | None | Gescom rates | Ordinary Soil | No | 629.0 | 629.0 | 3.0 | False | None | None | False | None | False | 1887.0 | 0 | 3841656 | 146604 | None | Gescom rates | 27901204-4 pin cross arm with pole clam | No | 495.6 | 495.6 | 2.0 | False | None | None | False | None | False | 991.2 | 0 | 3841657 | 146604 | None | Gescom rates | Fixing of 4 Pin cross arm with insulator and Braces fixing. | Nos | 160.0 | 160.0 | 2.0 | False | None | None | False | None | False | 320.0 | 0 | 3841658 | 146604 | None | Gescom rates | 2811101-Guy with Complete set | Set | 1380.6 | 1380.6 | 2.0 | False | None | None | False | None | False | 2761.2 | 0 | 3841659 | 146604 | None | Gescom rates | Ordinary Soil | Set | 327.0 | 327.0 | 2.0 | False | None | None | False | None | False | 654.0 | 0 | 3841660 | 146604 | None | Gescom rates | 283003-1.1kV Pin Insulator (Shell on | Nos | 36.58 | 36.58 | 8.0 | False | None | None | False | None | False | 292.64 | 0 | 3841661 | 146604 | None | Gescom rates | 283053-1.1kV Pin Insulator (G.I Pin | Nos | 41.3 | 41.3 | 8.0 | False | None | None | False | None | False | 330.4 | 0 |
| 1724395650000 | 1 | None | None | Roads | Construction of CC Road and CC Drain at ward 13 of sindhanur CMC limit,Sindhanur taluk (sindhanur Constituency)KKRDB Micro Fund General grant for the year 2023-24 (RCH2320243859)RESERVED.FOR ST CATEGORY | 6299503.09 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3842810 | 146667 | None | Gescom rates | Erection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth
| Nos | 1113.0 | 1113.0 | 12.0 | False | None | None | False | None | False | 13356.0 | 0 | 3842821 | 146667 | None | PWD Common Vol 3 SR S.No.3.7 P.No.17 for 2023-24 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction | Cum | 110.25 | 110.25 | 460.11 | False | None | None | False | None | False | 50727.1275 | 0 | 3842811 | 146667 | None | Gescom rates | Releasing & Restringing/Tightening of
loose spans b) Rabbit
| m | 9.25 | 9.25 | 3700.0 | False | None | None | False | None | False | 34225.0 | 0 | 3842822 | 146667 | None | PWD Common SR Volume 3 S.No.3.6 P.No.17 for 2023-2 | 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 | Cum | 517.65 | 517.65 | 601.98 | False | None | None | False | None | False | 311614.947 | 0 | 3842812 | 146667 | None | Gescom rates | Releasing Of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth | Nos | 1001.7 | 1001.7 | 12.0 | False | None | None | False | None | False | 12020.4 | 0 | 3842823 | 146667 | None | PWD Common SR Volume 3 S.No.4.1 .A.(v) P.No.24 for | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading -V Material | Cum | 2611.35 | 2611.35 | 298.85 | False | None | None | False | None | False | 780401.9475 | 0 | 3842824 | 146667 | None | PWD Common Volume 3 SR S.No.4.17 P.No.26 for 2023- | 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 | Cum | 2686.95 | 2686.95 | 167.78 | False | None | None | False | None | False | 450816.471 | 0 | 3842813 | 146667 | None | Gescom rates | 200006-PSC Pole-9.0M Long,200 kg WL | Seedl | 4954.82 | 4954.82 | 3.0 | False | None | None | False | None | False | 14864.46 | 0 | 3842825 | 146667 | None | PWD Common SR Volume 3 S.No.16.28 P.No.149 for 202 | Providing and constructing un-reinforced plain cement concrete pavement, thickness asper design, over a prepared sub base, with 43 grade cement or any other type as perClause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016,maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixerof not less than 0.2 cum capacity and appropriate weigh batcher usingapproved mix design, laid in approved fixed side formwork (steel channel, layingand fixing of 125 micron thick polythene film, wedges, steel plates including levelling theformwork 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 | Cum | 6692.7 | 6692.7 | 335.54 | False | None | None | False | None | False | 2245668.558 | 0 | 3842814 | 146667 | None | Gescom rates | Ordinary Soil | No | 629.0 | 629.0 | 3.0 | False | None | None | False | None | False | 1887.0 | 0 | 3842826 | 146667 | None | PWD Common SR Volume 1 S.No.1.14.1 P.No.8 for 202 | Earth work excavation for Foundation by mechanical means for all works &depth upto 3 m, as per drawing and technical specifications, including settingout, shoring, strutting, barricading, caution lights, including dressing ofexcavated 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete work. In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 400.4 | False | None | None | False | None | False | 42882.84 | 0 | 3842815 | 146667 | None | Gescom rates | 27901204-4 pin cross arm with pole clam | No | 495.6 | 495.6 | 2.0 | False | None | None | False | None | False | 991.2 | 0 | 3842827 | 146667 | None | PWD Common SR Volume 1 S.No.2.1.2 P.No.15 for 202 | Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codesmachine mixed, laid in layers not exceeding 150 mm thickness, well compactedusing plate vibrators, including all lead & lifts, cost of allmaterials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as pertechnical specifications | Cum | 5947.2 | 5947.2 | 61.6 | False | None | None | False | None | False | 366347.52 | 0 | 3842816 | 146667 | None | Gescom rates | Fixing of 4 Pin cross arm with insulator and Braces fixing. | Nos | 160.0 | 160.0 | 2.0 | False | None | None | False | None | False | 320.0 | 0 | 3842817 | 146667 | None | Gescom rates | 2811101-Guy with Complete set | Set | 1380.6 | 1380.6 | 2.0 | False | None | None | False | None | False | 2761.2 | 0 | 3842828 | 146667 | None | PWD Common SR Volume 1 S.No.2.4.2 P.No.16 for 202 | Providing and laying in position Cement Concrete for all Sub structures ofbuilding, Irrigation works, Sub structure works of bridges, Drain works &other parallel works from 0.50m to 3.50 m height. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall 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 ppurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 138.51 | False | None | None | False | None | False | 919588.6665 | 0 | 3842818 | 146667 | None | Gescom rates | Ordinary Soil | Set | 327.0 | 327.0 | 2.0 | False | None | None | False | None | False | 654.0 | 0 | 3842829 | 146667 | None | PWD Common SR Volume 1 S.No.2.11 (h) P.No.111 for | Centering and shuttering for cement Concrete Drain Walls 35% | Cum | 2323.7 | 2323.7 | 138.51 | False | None | None | False | None | False | 321855.687 | 0 | 3842819 | 146667 | None | Gescom rates | 283003-1.1kV Pin Insulator (Shell on | Nos | 36.58 | 36.58 | 8.0 | False | None | None | False | None | False | 292.64 | 0 | 3842830 | 146667 | None | PWD Common SR Volume 1 S.No.2.11 (h) P.No.18 for | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking,aping/welding joints, tying with binding wire / soft annealed steel wire and otherancilary operations complete as per drawing and technical specification .All other type of structures | Tonne | 82961.55 | 82961.55 | 8.66 | False | None | None | False | None | False | 718447.023 | 0 | 3842820 | 146667 | None | Gescom rates | 283053-1.1kV Pin Insulator (G.I Pin | Nos | 41.3 | 41.3 | 8.0 | False | None | None | False | None | False | 330.4 | 0 | 3842831 | 146667 | None | PWD Common SR Volume 3 S.No. 8.55 P.No.78 for 2023 | Providing and fixing board displaying information, such as 'Name of work, ender 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 hromate 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 olour 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. Asdirected by Engineer in Charge & MoRTH specification 804 | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
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