| 1706280200000 | 0 | None | None | Roads | Package No.I (SC) 1 WNo 6 Development of Road From Chavdihal Road to Maruti House 2 WNo 11 13 15 16 Construction CC Roads and WNo5 Construction Of CC Drain From Halavayi House To Panashetti House | 1633139.06 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2315065 | 68238 | None | code01 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works Other then foundation in all kinds of soils & up to depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting and staking the selected earth for reuse in a radius of 50m and lift upto 1.5m including cost of labour,tools usage of machinery &other appurtences required to complete the work.( PWD SR 2021-22 VOL-I P NO- 8 SI NO 1.12) | m | 65.0 | 65.0 | 115.0 | False | None | None | False | None | False | 7475.0 | 0 | | 2315066 | 68238 | None | code02 | 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(PWD SR 2021-22 VOL-III P NO - 15 SI.No 3.6) | m | 413.0 | 413.0 | 84.53 | False | None | None | False | None | False | 34910.89 | 0 | | 2315067 | 68238 | None | code03 | Wet mix macadam (Plant mix method) 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.( PWD SR 2021-22 VOL-III P NO - 24 SI NO-4.27 ) | m | 2394.0 | 2394.0 | 34.5 | False | None | None | False | None | False | 82593.0 | 0 | | 2315068 | 68238 | None | code04 | Prime coat Over WMM/WBM Providing and Applying Primer Coat with SS 1 Grade Bitumen Emulsion on Prepared Surface of Granular base Including cleaning of road surface and spraying primer at the rate of 0.90kg per m2 using mechanical means.(PWD SR 2021-22 Vol-3 P No -29) | m | 44.0 | 44.0 | 460.0 | False | None | None | False | None | False | 20240.0 | 0 | | 2315069 | 68238 | None | code05 | Semi Dense Bituminous Concrete 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.(PWD SR 2021-22 Vol-3 P No-145 If No-21.A) | m | 10579.0 | 10579.0 | 13.8 | False | None | None | False | None | False | 145990.2 | 0 | | 2315070 | 68238 | None | code06 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works Other then foundation in all kinds of soils & up to depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting and staking the selected earth for reuse in a radius of 50m and lift upto 1.5m including cost of labour,tools usage of machinery &other appurtences required to complete the work.( PWD SR 2021-22 VOL-I P NO- 8 SI NO 1.12) | m | 66.95 | 66.95 | 108.0 | False | None | None | False | None | False | 7230.6 | 0 | | 2315071 | 68238 | None | code07 | 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(PWD SR 2021-22 VOL-III P NO - 15 SI.No 3.6) | m | 425.39 | 425.39 | 108.0 | False | None | None | False | None | False | 45942.12 | 0 | | 2315072 | 68238 | None | code08 | Wet mix macadam (Plant mix method) 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.( PWD SR 2021-22 VOL-III P NO - 24 SI NO-4.27 ) | m | 2465.82 | 2465.82 | 54.0 | False | None | None | False | None | False | 133154.28 | 0 | | 2315073 | 68238 | None | code09 | Providing and construction 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, Maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2m3 capacity and appropriate weigh bather using approved mix desing, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the form work as per drawing) spreading the concrete tith 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 lined and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges cost and conveyance of all materials, labour, equipment’s, etc complete. As per the direction of the Engineer-in charge of the work. | m | 6635.26 | 6635.26 | 108.0 | False | None | None | False | None | False | 716608.08 | 0 | | 2315074 | 68238 | None | code10 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works Other then foundation in all kinds of soils & up to depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting and staking the selected earth for reuse in a radius of 50m and lift upto 1.5m including cost of labour,tools usage of machinery &other appurtences required to complete the work.( PWD SR 2021-22 VOL-I P NO- 8 SI NO 1.12) | m | 66.95 | 66.95 | 16.2 | False | None | None | False | None | False | 1084.59 | 0 | | 2315075 | 68238 | None | code11 | 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(PWD SR 2021-22 VOL-III P NO - 15 SI.No 3.6) | m | 425.39 | 425.39 | 16.2 | False | None | None | False | None | False | 6891.318 | 0 | | 2315076 | 68238 | None | code12 | Wet mix macadam (Plant mix method) 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.( PWD SR 2021-22 VOL-III P NO - 24 SI NO-4.27 ) | m | 2465.82 | 2465.82 | 8.1 | False | None | None | False | None | False | 19973.142 | 0 | | 2315077 | 68238 | None | code13 | Providing and construction 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, Maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2m3 capacity and appropriate weigh bather using approved mix desing, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the form work as per drawing) spreading the concrete tith 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 lined and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges cost and conveyance of all materials, labour, equipment’s, etc complete. As per the direction of the Engineer-in charge of the work. | m | 6635.26 | 6635.26 | 16.2 | False | None | None | False | None | False | 107491.212 | 0 | | 2315078 | 68238 | None | code14 | Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications,including settingout, construction of shoring, stutting, barricading, caution lights,vracing,using sight rails & bonding rods at every 100 mm Whever necessary as directed, removel of slumps and other deleterious matter, dressing of sides and leveling the bottom of trench to the extent required, utilizing the available excavated earth locally for the work and all other appurtenances to complete in the following strata (Ordinary/soft rock (without requiring blasting) Depth upto1.50m) (342.00) ( PWD SR 2021-22 VOL-I P NO- 10 SI NO 1.19.1) | m | 352.0 | 352.0 | 56.44 | False | None | None | False | None | False | 19866.88 | 0 | | 2315079 | 68238 | None | code15 | CC Bed Providing and laying in position lpain cement concrete for leveling 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 150mm thickness, well compacted using plate vibrators, including all lead & lift, 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 specification.(The cost of steel reinforcement & formwork shall be paid separately).( Mix 1: 3: 6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2021-22 VOL-I P NO 15 SI.No 2.1.3) | m | 5925.0 | 5925.0 | 6.64 | False | None | None | False | None | False | 39342.0 | 0 | | 2315080 | 68238 | None | code16 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded 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 comlete the work as per technical specification.(The cost of steel reinforcement & formwork to be paid separately.(M20 Desing Mix Using 20 mm nominal size graded crushed coarse aggregates.( PWD SR 2021-22 VOL-I P NO - 24 SI NO-2.2.1.1 ) | m | 6931.0 | 6931.0 | 18.9 | False | None | None | False | None | False | 130995.9 | 0 | | 2315081 | 68238 | None | code17 | Steel 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 wherever 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 ) 88.00 per kg (PWD SR 2021-22 VOL-II P NO 84 SI NO- 11.32 ) | Kg | 90.64 | 90.64 | 1250.55 | False | None | None | False | None | False | 113349.852 | 0 |
|