| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1724680920000 | 0 | None | None | Roads | Construction of CC road near Old pump house banasha n k ari and repair of road near padma priya school at ward no 17,construction of CC road link roads of 2nd cross Nanjundaya road 2nd stage Banashankari at ward no 18 ,Improvement of road in Pragathibadavane 8th cross link roads at ward no 28 Construction of drain at ward no 29 Yadavanagar under TCC limits | 1510350.12 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3859725 | 147682 | None | code01 | 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 | 85.95 | False | None | None | False | None | False | 9475.9875 | 0 | | 3859726 | 147682 | 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 | Cum | 5947.2 | 5947.2 | 90.45 | False | None | None | False | None | False | 537924.24 | 0 | | 3859727 | 147682 | 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 M30 (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. | Cum | 7091.7 | 7091.7 | 112.95 | False | None | None | False | None | False | 801007.515 | 0 | | 3859728 | 147682 | None | code04 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. | Cum | 8631.0 | 8631.0 | 1.28 | False | None | None | False | None | False | 11047.68 | 0 | | 3859729 | 147682 | None | code05 | Providing and laying in position Cement Concrete for all 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 layers, well compacted using needle vibrators, 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 nominal size graded crushed coarse aggregates. | Cum | 6527.85 | 6527.85 | 0.43 | False | None | None | False | None | False | 2806.9755 | 0 | | 3859730 | 147682 | None | code06 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. for manhole chambers | Cum | 267.75 | 267.75 | 3.77 | False | None | None | False | None | False | 1009.4175 | 0 | | 3859731 | 147682 | None | code07 | Labour charges for attending to repairs to the PVC pipes by earth work excavation cutting the old pipe installation and jointing of new pipes to the existing old pipe to the depth and line, level and perfect linking at joints including encasing the pipes alround to a depth of not less than 15cms with earth available including cost of all labour,hire charge of equipment,refilling the excavated trenches compacting,finishing neatly by giving satisfactory hydraulic test etc.,complete-For 63mm (0.075) to 315mm(0.787) | m | 348.6 | 348.6 | 40.0 | False | None | None | False | None | False | 13944.0 | 0 | | 3859732 | 147682 | None | code08 | PVC pipe - OD 110mm and 6 Kg/sqcm | m | 267.75 | 267.75 | 40.0 | False | None | None | False | None | False | 10710.0 | 0 | | 3859733 | 147682 | None | code09 | PVC pipe - OD 63mm and 6 Kg/sqcm | m | 92.4 | 92.4 | 40.0 | False | None | None | False | None | False | 3696.0 | 0 | | 3859734 | 147682 | None | code10 | Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trenches, foundation of 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.In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 13.2 | False | None | None | False | None | False | 3354.12 | 0 | | 3859735 | 147682 | None | code11 | 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. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 1.76 | False | None | None | False | None | False | 11067.672 | 0 | | 3859736 | 147682 | None | code12 | Providing and laying in position Cement Concrete for all 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 layers, well compacted using needle vibrators, 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.. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 9.04 | False | None | None | False | None | False | 60017.916 | 0 | | 3859737 | 147682 | None | code13 | Formwork Percentage Additionalities for Formwork Centering Scaffolding
Consider 35 of item concrete rate for Drain walls | Cum | 2213.05 | 2213.05 | 2.88 | False | None | None | False | None | False | 6373.584 | 0 | | 3859738 | 147682 | None | code14 | Formwork Percentage Additionalities for Formwork,Centering Scaffolding.
Consider 5 of item concrete rate for Foundation, Sub structure of Cross drainages | Cum | 316.15 | 316.15 | 3.52 | False | None | None | False | None | False | 1112.848 | 0 | | 3859739 | 147682 | None | code15 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification,All other type of structures. | Tonne | 82961.55 | 82961.55 | 0.433 | False | None | None | False | None | False | 35922.35115 | 0 | | 3859740 | 147682 | None | code16 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 279.3 | 279.3 | 3.15 | False | None | None | False | None | False | 879.795 | 0 |
| | 1724680920000 | 0 | None | None | Roads | Construction of CC road near Old pump house banasha n k ari and repair of road near padma priya school at ward no 17,construction of CC road link roads of 2nd cross Nanjundaya road 2nd stage Banashankari at ward no 18 ,Improvement of road in Pragathibadavane 8th cross link roads at ward no 28 Construction of drain at ward no 29 Yadavanagar under TCC limits | 2607107.13 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3859741 | 147683 | None | dma01 | Earth work excavation by manual means for drains,canals,waste weir,draft,approach channels,key trenches,foundation of Buildings and 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.In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 329.61 | False | None | None | False | None | False | 83753.901 | 0 | | 3859742 | 147683 | None | dma02 | 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 separatelyMix 1:3:6 M10 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 41.6 | False | None | None | False | None | False | 261599.52 | 0 | | 3859743 | 147683 | None | dma03 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers,laid in layers,well compacted using needle vibrators, providing weep holes wherever necessary,including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications The cost of steel reinforcement & formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 86.69 | False | None | None | False | None | False | 575547.9135 | 0 | | 3859744 | 147683 | None | dma04 | Formwork Addendum Percentage Additionalities for FormworkCentering Scaffolding Consider 35 of item concrete rate for drain walls | Cum | 2213.05 | 2213.05 | 45.78 | False | None | None | False | None | False | 101313.429 | 0 | | 3859745 | 147683 | None | dma05 | Formwork Addendum Percentage Additionalities for Formwork Centering ScaffoldingConsider 5 of item concrete rate | Cum | 316.15 | 316.15 | 22.88 | False | None | None | False | None | False | 7233.512 | 0 | | 3859746 | 147683 | None | dma06 | Supplying, fitting and placing TMT FE 500 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping welding joints, tying with binding wire soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures | Tonne | 82961.55 | 82961.55 | 6.165 | False | None | None | False | None | False | 511457.95575 | 0 | | 3859747 | 147683 | None | dma07 | Filling available excavated earth excluding rock in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 279.3 | 279.3 | 39.6 | False | None | None | False | None | False | 11060.28 | 0 | | 3859748 | 147683 | None | dma08 | 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. 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 | 110.3 | 110.3 | 135.0 | False | None | None | False | None | False | 14890.5 | 0 | | 3859749 | 147683 | None | dma09 | 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 subbase base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 2687.0 | 2687.0 | 90.0 | False | None | None | False | None | False | 241830.0 | 0 | | 3859750 | 147683 | None | dma10 | Providing and applying primer coat with SS1 grade Bituminous Emulsion on prepared surface of granular Base including cleaning with mechanical Broom of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means | Sqm | 55.65 | 55.65 | 900.0 | False | None | None | False | None | False | 50085.0 | 0 | | 3859751 | 147683 | None | dma11 | Providing and laying Bituminous Macadam with 40 60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG 30 3.3 by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction | Cum | 7835.1 | 7835.1 | 45.0 | False | None | None | False | None | False | 352579.5 | 0 | | 3859752 | 147683 | None | dma12 | Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg per m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 12.6 | 12.6 | 900.0 | False | None | None | False | None | False | 11340.0 | 0 | | 3859753 | 147683 | None | dma13 | Providing and laying Semi Dense Bituminous Concrete with 40 60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG 30 5 by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. | Cum | 10659.6 | 10659.6 | 22.5 | False | None | None | False | None | False | 239841.0 | 0 | | 3859754 | 147683 | None | dma14 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 1 cement : 4 coarse sand including cost of all materials, labour,scaffolding and usage charges of machinery and other incidental charges complete as per the direction of engineer incharge of work | Cum | 8631.0 | 8631.0 | 1.28 | False | None | None | False | None | False | 11047.68 | 0 | | 3859755 | 147683 | None | dma15 | Providing and laying in position 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 | Cum | 6601.35 | 6601.35 | 0.43 | False | None | None | False | None | False | 2838.5805 | 0 | | 3859756 | 147683 | None | dma16 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 1 cement: 4 fine sand including rounding off corners wherever required smooth rendering providing and removing scaffolding,including cost of materials,labour,curing complete as per specifications and as per directions of Engineerincharge | Sqm | 309.75 | 309.75 | 7.54 | False | None | None | False | None | False | 2335.515 | 0 | | 3859757 | 147683 | None | dma17 | 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 | 8.0 | False | None | None | False | None | False | 4141.2 | 0 | | 3859758 | 147683 | None | dma18 | Labour charges for attending to repairs to the PVC pipes by earth work excavation cutting the old pipe installation and jointing of new pipes to the existing old pipe to the depth and line, level and perfect linking at joints including encasing the pipes alround to a depth of not less than 15cms with earth available including cost of all labour,hire charge of equipment,refilling the excavated trenches compacting,finishing neatly by giving satisfactory hydraulic test etc.complete For 63mm 0.075 to 315mm0.787 | m | 348.6 | 348.6 | 10.0 | False | None | None | False | None | False | 3486.0 | 0 | | 3859759 | 147683 | None | dma19 | PVC pipe OD 63mm and 6 Kg sqcm | m | 92.4 | 92.4 | 10.0 | False | None | None | False | None | False | 924.0 | 0 | | 3859760 | 147683 | None | dma20 | PVC pipe OD 160mm and 6 Kg sqcm | m | 466.2 | 466.2 | 15.0 | False | None | None | False | None | False | 6993.0 | 0 | | 3859761 | 147683 | None | dma21 | Providing and laying 100mm thick precast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm 3ply wired steel 2.00 kg per m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials,scaffolding,usage of machinery,curing,lead and lift charges etcComplete | Sqm | 974.4 | 974.4 | 99.2 | False | None | None | False | None | False | 96660.48 | 0 | | 3859762 | 147683 | None | dma22 | Excavation and removal of silt and silt mixed with sand from canal bed by manual means including disposing off the same in spoil bank or on the canal embankment in layers as directed with all other ancillary operations complete in slussy condition | Cum | 373.8 | 373.8 | 43.2 | False | None | None | False | None | False | 16148.16 | 0 |
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