| 1723528195000 | 0 | None | None | Other Works | Construction and laying covering slab over CC drain from Koracharahatti water tank to janpriya mutton satll, hanumantappa house to holeyappa house, and construction of pipe drain in Koracharahatti various area in ward no.35 | 4010397.18 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3763062 | 141537 | None | P.No.8 item no 2.9 B Volume III | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including TP and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead In cement mortar ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 979.65 | 979.65 | 117.11 | False | None | None | False | None | False | 114726.8115 | 0 | | 3763063 | 141537 | None | P.No.17 item no.19.2.1 Volume II | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per directionof Engineer-in-charge.m3 1,274.00 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 1746.15 | 1746.15 | 81.36 | False | None | None | False | None | False | 142066.764 | 0 | | 3763064 | 141537 | None | P.No.6 item no 2.10 (B)) 2024-25 SR Volume III | Dismantling of StructuresDismantling of existing structures like culverts, bridges, retainingwalls and other structure comprising of masonry, cementconcrete, wood work, steel work, including T&P and scaffoldingwherever necessary, sorting the dismantled material, disposal ofunserviceable material and stacking the serviceable material withall lifts and lead 2.10 (iv) Dismantling Stone Masonry By Manual means B Rubble stone masonry in cement mortar. m3 481.00 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 640.5 | 640.5 | 263.96 | False | None | None | False | None | False | 169066.38 | 0 | | 3763065 | 141537 | None | P.No.08. item no 1.14.1) Volume I | 1.14 Earth work excavation for Foundation by mechanical means for allworks & 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 theexcavated 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, usageof machinery & other appurtenaces required to complete the work1.14.1 In all kinds of soils Depth upto 3 m 73.00Note: Cost of De-watering upto 5 % of (A+B) may be added, whererequired assessment for dewatering shall be made as per site condition ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 107.1 | 107.1 | 374.5 | False | None | None | False | None | False | 40108.95 | 0 | | 3763066 | 141537 | None | P.No.15. item no 2.1.2 Volume I | Providing and laying in position plain cement concrete for levelling course for all works in foundation. Mix 1:4:8 (M5) Using 40 mm nominal size graded crushed coarse aggregates 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) 2.1.2 Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse
aggregates ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 5947.2 | 5947.2 | 79.84 | False | None | None | False | None | False | 474824.448 | 0 | | 3763067 | 141537 | None | P.No.17 I.No. 2.4.2 Vol I | 2.4 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 mheight. The granite/trap/basalt crushed graded coarse aggregates andfine 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, costof 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 technicalspecifications. (The cost of steel reinforcement & formwork to be paidseparately)2.4.2 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 6639.15 | 6639.15 | 229.45 | False | None | None | False | None | False | 1523352.9675 | 0 | | 3763068 | 141537 | None | Appendix 1 | Appendix 1-Additionalities for Formwork, centering & Scaffolding ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 2323.7 | 2323.7 | 126.88 | False | None | None | False | None | False | 294831.056 | 0 | | 3763069 | 141537 | None | P NO 71 I NO 9.3 Volume III | Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure Superstructure complete as per Drawing and Technical Specifications. ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Tonne | 90516.3 | 90516.3 | 8.13 | False | None | None | False | None | False | 735897.519 | 0 | | 3763070 | 141537 | None | No 16.3.1 RCC NP3 Class pipe of 250 mm dia 2024-25 | 16.3 Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | m | 1157.1 | 1157.1 | 160.0 | False | None | None | False | None | False | 185136.0 | 0 | | 3763071 | 141537 | None | P No P NO 15 No-3.1 VOLUME III | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specificationS ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 168.0 | 168.0 | 88.11 | False | None | None | False | None | False | 14802.48 | 0 | | 3763072 | 141537 | None | P No P NO 15 No-3.1 VOLUME III | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 89.25 | 89.25 | 286.24 | False | None | None | False | None | False | 25546.92 | 0 | | 3763073 | 141537 | None | Vol-02 SR-23-2024 I.No. 11.25.2 P.No. 84) | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Kg | 142.8 | 142.8 | 324.0 | False | None | None | False | None | False | 46267.2 | 0 | | 3763074 | 141537 | None | P No.7, I No.1.8) 2024-25 SRVolume I | KSRRB M300- Construction of Embankment with Material Gravel/ Murrum. KSRRB M300-53. Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300- 2 complete as per specifications.(which includes cost of gravel / murrum, watering charges & compaction by vibratory roller) MORTH Specification No. 305 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 497.7 | 497.7 | 19.2 | False | None | None | False | None | False | 9555.84 | 0 | | 3763075 | 141537 | None | P NO 24 I NO 4.27) 2024-25 SRVolume III | 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 uiform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 2686.95 | 2686.95 | 19.2 | False | None | None | False | None | False | 51589.44 | 0 | | 3763076 | 141537 | None | P.No.151. item no 21C-4 VOLUME III | Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges.No. 5,861.0(Vol-03 SR-24-25 I.No. 8.55 PG NO-79) ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | No | 6154.05 | 6154.05 | 1.0 | False | None | None | False | None | False | 6154.05 | 0 | | 3763077 | 141537 | None | Bescom sr 2024-25part-III (P.No.15, I.NO.45.16) | 45 11 kV, Jointing & Cable Termination Kit as per IS-13573 Heat Shrinkable Straight Through Jointing Kit for XLPE Cable with Copper Lug & Al Ferrule 371 45.16 3x95 Sqmm 288322 Set 6481 7129 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | No | 7485.45 | 7485.45 | 3.0 | False | None | None | False | None | False | 22456.35 | 0 | | 3763078 | 141537 | None | Bescom sr 2024-25part-III (P.No.15, I.NO.45.17) | 45 11 kV, Jointing & Cable Termination Kit as per IS-13573 Heat Shrinkable Straight Through Jointing Kit for XLPE Cable with Copper Lug & Al Ferrule 371 45.16 372 45.17 3x240 Sqmm 288324 Set 7903 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | No | 8298.15 | 8298.15 | 1.0 | False | None | None | False | None | False | 8298.15 | 0 | | 3763079 | 141537 | None | Bescom sr 2024-25 part-III (P.No.15, I.NO.45.18) | 45 11 kV, Jointing & Cable Termination Kit as per IS-13573 Heat Shrinkable Straight Through Jointing Kit for XLPE Cable with Copper Lug & Al Ferrule 371 373 45.18 3x400 Sqmm 288329 Set 9706 10677 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | No | 11210.85 | 11210.85 | 1.0 | False | None | None | False | None | False | 11210.85 | 0 | | 3763080 | 141537 | None | P.No.134, 1 M010) | 1 M010Supplying PVC ringtite pipes conforming to IS 4985:2000 with latestamendments and conveying to worksite, rolling and lowering intotrenches, laying true to line and level and perfect linking at joints, testingand commissioning, including loading unloading at both destinations andcuts of pipes wherever necessary including jointing of PVC pipes andspecials (excluding cost of specials) with jointing of approved type, withall labour with all lead & lift including encasing the pipe alround to a depthof not less than 15 cms. with soft gravel or selected earth available fromthe excavation etc. complete and giving necessary hydraulic test to therequired pressure as per ISS (Contractor will make his own arrangementsfor procuring water for testing) etc. for:1.1 M010A PVC pipes 25mm dia, 10kg/sqcm & class 5 m 48 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | m | 50.4 | 50.4 | 100.0 | False | None | None | False | None | False | 5040.0 | 0 | | 3763081 | 141537 | None | 2024-25 SR VOL-5 IR-4 Pg No.134 I.No.1.5) | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: 10.1.7 PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 411 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | m | 431.55 | 431.55 | 300.0 | False | None | None | False | None | False | 129465.0 | 0 |
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