| 1723641853000 | 0 | None | None | Other Works | Construction of Road drain and CD at SWM site in Managuli | 3344501.15 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3781999 | 142863 | None | code01 | Earth Work Excavtion : Earth work in surface excavation by mechanical means for lowering & levelling the ground for all works other than 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 levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. | Cum | 97.85 | 97.85 | 630.0 | False | None | None | False | None | False | 61645.5 | 0 | | 3782000 | 142863 | None | code02 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work | Cum | 488.22 | 488.22 | 985.5 | False | None | None | False | None | False | 481140.81 | 0 | | 3782001 | 142863 | None | code03 | Construction of Granular Sub Base by providing graded Material, mixing with cement in a mechanical mix plant at OMC carriage of mixed material to work site spreading in a uniform layer with mechanical paver on prepared surface and compaction with vibratory power roller to achieve the desired density complete as per clause 401 (2.5% Cement) Laying using Mechanical Paver Grading V materials | Cum | 1469.81 | 1469.81 | 472.5 | False | None | None | False | None | False | 694485.225 | 0 | | 3782002 | 142863 | None | code04 | 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. | Cum | 2635.77 | 2635.77 | 135.0 | False | None | None | False | None | False | 355828.95 | 0 | | 3782003 | 142863 | None | code05 | Prime Coat over WMM/WBM
Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. | Sqm | 42.23 | 42.23 | 900.0 | False | None | None | False | None | False | 38007.0 | 0 | | 3782004 | 142863 | None | code06 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 12.36 | 12.36 | 900.0 | False | None | None | False | None | False | 11124.0 | 0 | | 3782005 | 142863 | None | code07 | 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 | 10456.56 | 10456.56 | 22.5 | False | None | None | False | None | False | 235272.6 | 0 | | 3782006 | 142863 | None | code08 | Earth work excavation for Foundation by mechanical means for all works &depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated 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 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the wor ( In all kinds of soils Depth upto 1.5 m) | Cum | 105.06 | 105.06 | 1694.4 | False | None | None | False | None | False | 178013.664 | 0 | | 3782007 | 142863 | None | code09 | 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 40 mm nominal size graded crushed coarse aggregates | Cum | 6168.67 | 6168.67 | 29.94 | False | None | None | False | None | False | 184689.9798 | 0 | | 3782008 | 142863 | None | code10 | 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 and down size graded crushed coarse aggregates | Cum | 6512.69 | 6512.69 | 49.5 | False | None | None | False | None | False | 322378.155 | 0 | | 3782009 | 142863 | None | code11 | Form Work As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. ForCement Concrete Drain Walls 35% | Cum | 2213.05 | 2213.05 | 49.5 | False | None | None | False | None | False | 109545.975 | 0 | | 3782010 | 142863 | None | code12 | 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. Buildings | Tonne | 81381.33 | 81381.33 | 2.52 | False | None | None | False | None | False | 205080.9516 | 0 | | 3782011 | 142863 | None | code13 | 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 | 273.98 | 273.98 | 228.0 | False | None | None | False | None | False | 62467.44 | 0 | | 3782012 | 142863 | None | code14 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 1200 mm dia | m | 8677.75 | 8677.75 | 18.0 | False | None | None | False | None | False | 156199.5 | 0 | | 3782013 | 142863 | None | code15 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) | Cum | 122.57 | 122.57 | 300.0 | False | None | None | False | None | False | 36771.0 | 0 | | 3782014 | 142863 | None | code16 | Stone Pitching Providing and laying boulders apron on river bed for protection
against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. | Cum | 1969.36 | 1969.36 | 90.0 | False | None | None | False | None | False | 177242.4 | 0 | | 3782015 | 142863 | None | code17 | Geotextile Filter Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. | Sqm | 115.36 | 115.36 | 300.0 | False | None | None | False | None | False | 34608.0 | 0 |
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