| 1707994213000 | 0 | None | None | Bridge cum Barrages | Construction of Barrage Cum Bridge across Hoovinahall near M K Hubli Village in Kittur Tq Dist Belagavi (4702/2023-24) | 25272974.76 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2604097 | 81297 | None | One | Cutting and burning or disposing off Apu / Jondu from marshy areas as directed with all other ancillary operations complete etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) | Sqm | 9.4 | 9.4 | 2698.0 | False | None | None | False | None | False | 25361.2 | 0 | | 2604098 | 81297 | None | Two | Providing and placing sand bags consistingofemptycementbagsfilled with35to40kglocallyavailablesand forformingringbundincludingcostof all materials, labour, plugging joints with selected earth, and all other ancillary operations complete etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) | Each | 68.0 | 68.0 | 1320.0 | False | None | None | False | None | False | 89760.0 | 0 | | 2604099 | 81297 | None | Three | Fillingclayeysoil betweentworowsof sand bags placed for forming ring bund including cost of all materials, labour,tamping, plugging leakage points and all other ancillary operations complete etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) | Cum | 482.0 | 482.0 | 99.0 | False | None | None | False | None | False | 47718.0 | 0 | | 2604100 | 81297 | None | Four | Earth work in surface excavation by mechanical means for lowering & levelingthegroundforall worksother than foundation in all kinds of soils & upto 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 aradius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.1 to 3.1.11 and 1.1 to 1.17.1 of detailed Specification) | Cum | 95.0 | 95.0 | 12870.0 | False | None | None | False | None | False | 1222650.0 | 0 | | 2604101 | 81297 | None | Five | 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 aradius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.1 to 3.1.11 and 1.1 to 1.17.1 of detailed Specification)In all kindsofsoilsDepthupto3mBelow | Cum | 102.0 | 102.0 | 457.14 | False | None | None | False | None | False | 46628.28 | 0 | | 2604102 | 81297 | None | Six | 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 aradius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.1 to 3.1.11 and 1.1 to 1.17.1 of detailed Specification)In ordinary / soft rock without blasting upto 1.5m depth Below LWL. | Cum | 363.0 | 363.0 | 771.72 | False | None | None | False | None | False | 280134.36 | 0 | | 2604103 | 81297 | None | Seven | 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 aradius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.1 to 3.1.11 and 1.1 to 1.17.1 of detailed Specification)Depth exceeding 1.5 m, but not exceeding 3 m. | Cum | 425.0 | 425.0 | 486.6 | False | None | None | False | None | False | 206805.0 | 0 | | 2604104 | 81297 | None | Eight | Preparing foundation bed for masonry or concrete in rock portion by removing all loose material by wedging / chiselling and disposing off thesameasdirected and cleaningthe surface with air and water jet including cost of all materials, machinery, labour and all other ancillary operations complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 4.9 to 4.10.4 of detailed Specification)
(Organisation specific)
| Sqm | 55.0 | 55.0 | 480.64 | False | None | None | False | None | False | 26435.2 | 0 | | 2604105 | 81297 | None | Nine | 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 withbindingwire/softannealedsteel wire and other ancilary operations complete etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications)
| Tonne | 86433.0 | 86433.0 | 38.43 | False | None | None | False | None | False | 3321620.19 | 0 | | 2604106 | 81297 | None | Ten | 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 fineaggregates 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, andall the other appurtenances required to complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification)Mix 1:3:6 (M10) Using20mmnominalsizegraded
crushedcoarseaggregates.
| Cum | 6217.0 | 6217.0 | 179.23 | False | None | None | False | None | False | 1114272.91 | 0 | | 2604107 | 81297 | None | Eleven | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fineaggregates 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 therequirements of relevant IS codes , labour, Usage charges of machinery, curing and all the otherappurtenances required to complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification)M25 Design Mix Using 20 mmnominalsizegradedcrushed | Cum | 6526.08 | 6526.08 | 1169.52 | False | None | None | False | None | False | 7632381.0816 | 0 | | 2604108 | 81297 | None | Twelve | Providing and laying in position Reinforced cement concrete for allSub structures of building, Irrigation works, Sub structure works ofbridges, 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 superplasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, 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 with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 6969.6 | 6969.6 | 830.19 | False | None | None | False | None | False | 5786092.224 | 0 | | 2604109 | 81297 | None | Thirteen | Providing and laying in position Reinforced cement concrete for all Super structures of building Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregatesandfineaggregatesasper relevantISCodesmachinemixedwith super plasticisers laid in layers, well compacted using needle vibrators.The cost includes all lead & lifts, cost of all materials, quality confirming to therequirementsofrelevantIScodes
,labour, Usagecharges ofmachinery, curing and all other appurtenances required to complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
| Cum | 8211.6 | 8211.6 | 65.75 | False | None | None | False | None | False | 539912.7 | 0 | | 2604110 | 81297 | None | Fourteen | Providing and forming expansion joint forspillwaybridgeconsistingof75x
75 x 6 mm angles 2 numbers provided with 250 mm long 12 mm dia. anchors fixed to both flanges at 150 mm c / c and 140 x 6 mm plate welded on top of one of the angle including cost of all materials, labour, machinery, providing and fixing 38 mm thick joint filler board matching the thickness of wearing coat, painting and all other ancillary operations etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications).
| Rmtr | 2525.0 | 2525.0 | 30.0 | False | None | None | False | None | False | 75750.0 | 0 | | 2604111 | 81297 | None | Fifteen | Providing rubble / boulder and sand filling behind abutment and return walls in layers including cost of all materials, labour, watering, ramming and all other ancillary operations etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) | Cum | 2207.0 | 2207.0 | 171.06 | False | None | None | False | None | False | 377529.42 | 0 | | 2604112 | 81297 | None | Sixteen | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonrywallsincludingproviding200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) | Rmtr | 337.0 | 337.0 | 26.0 | False | None | None | False | None | False | 8762.0 | 0 | | 2604113 | 81297 | None | Seventeen | Providing and constructing dry rubble stone pitching with pin headers at 2 per m2 using stones and stone chips from approved source including costofallmaterials,labour,handpacking
/ wedging stone chips, finishing and all other ancillary operations complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 4.3 to 4.3.1 and Sec II C3.4 (i) of detailed Specification) (300mm thick)
| Sqm | 455.0 | 455.0 | 400.0 | False | None | None | False | None | False | 182000.0 | 0 | | 2604114 | 81297 | None | Eighteen | Providing and fixing M.S. Channel frame to suite the suitable size of gates. The side channels with suitable height with hold fasts 12mm dia and 0.5mlongM.S.Barat0.50mc/cwith suitable sizebottom channel including cost of all materials including two coats of anti corrosive paint over a coat of primer & all necessary works as directed and complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Relevant IS & Para 4.1 & 4.2 of detailed Specification) | Kg | 84.0 | 84.0 | 1848.32 | False | None | None | False | None | False | 155258.88 | 0 | | 2604115 | 81297 | None | Nineteen | Providing ,Supplying and fixing M.S. gates of Suitable size with required number of M.S. plate , stiffners, and horizontal bracing of ISMC 75*40 including rubber guard of ISA 20*4 of approved quality to bottom & two sidesandtobefixedtothegroveof
M.S.gateofsize25mmwithmachine screw nuts and bolts of size 6mm dia & 35mm long and fixed with 16mm dia MS bar handles with required numbers suitablywelded tohorizontal bracing including two coats of anticorrosive bituminous paint over a coat of primer & all necessary works as directed and complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Relevant IS & Para 4.1 & 4.2 of detailed Specification)
| Kg | 173.0 | 173.0 | 6243.84 | False | None | None | False | None | False | 1080184.32 | 0 | | 2604116 | 81297 | None | Twenty | Reinforced cement concrete M15 grade boundary pillars of standard designasperIRC:25,fixedinposition including finishing and lettering but excluding painting with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification) | No | 748.0 | 748.0 | 28.0 | False | None | None | False | None | False | 20944.0 | 0 | | 2604117 | 81297 | None | Twenty One | Loosening, leveling and Compacting original ground supporting embankment to facilitate placementoffirstlayerofembankment,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 with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref :Para 3.2 to 4.3.1 & Para 2.4.1 to 2.4.2 of detailed Specification) | Cum | 105.0 | 105.0 | 1350.0 | False | None | None | False | None | False | 141750.0 | 0 | | 2604118 | 81297 | None | Twenty Two | Providing casing embankment using semi-pervious / pervious approvedsoil from borrow areas in layers of250 to 300 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power rollerandallotherancillary operations complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref :Para 3.2 to 4.3.1 & Para 2.4.1 to 2.4.2 of detailed Specification) | Cum | 629.0 | 629.0 | 2025.0 | False | None | None | False | None | False | 1273725.0 | 0 | | 2604119 | 81297 | None | Twenty Three | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers withmotor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref :Para 3.2 to 4.3.1 & Para 2.4.1 to 2.4.2 of detailed Specification) | Cum | 2360.0 | 2360.0 | 337.5 | False | None | None | False | None | False | 796500.0 | 0 | | 2604120 | 81297 | None | Twenty Four | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers withmotor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as perclause 401.B.(v)For Grading-
IIMaterial
| Cum | 2432.0 | 2432.0 | 337.5 | False | None | None | False | None | False | 820800.0 | 0 |
|