1724478429000 | 0 | None | None | Roads | Construction of CC road and drain in moti layout 3rd cross and anjaneya mill qtrs near ajjappas house in ward no.31 | 560175.14 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3851091 | 147104 | 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 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 | 11.05 | False | None | None | False | None | False | 1183.455 | 0 | 3851092 | 147104 | 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 | 1.53 | False | None | None | False | None | False | 9099.216 | 0 | 3851093 | 147104 | 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 | 0.13 | False | None | None | False | None | False | 11767.119 | 0 | 3851094 | 147104 | None | P.No.17 I.No. 2.4.2 Vol I | 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) ---- 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 | 6601.35 | 6601.35 | 6.81 | False | None | None | False | None | False | 44955.1935 | 0 | 3851095 | 147104 | 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 | 2310.47 | 2310.47 | 3.06 | False | None | None | False | None | False | 7070.0382 | 0 | 3851096 | 147104 | None | Vol-01 SR-2022 P No. 7, I NO 1.10) | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers by ramming and watering, lead up to 50 m and lift upto 1.5 m. ---- 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 | 1.15 | False | None | None | False | None | False | 193.2 | 0 | 3851097 | 147104 | None | P.no 08 i.no 1.12 Volume I) 2024-25 SR | Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds ofsoils & upto depth not exceeding 300mm as per drawing and technicalspecifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter includingdressing of excavated surfaces, disposing off or levelling the excavatedearth or sorting & stacking the selected earth for reuse in a radiusof 50 m and lift upto 1.5 m including cost of labour, tools, usage ofmachinery & other appurtenances required to complete the 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 | 99.75 | 99.75 | 97.98 | False | None | None | False | None | False | 9773.505 | 0 | 3851098 | 147104 | 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 | 44.52 | False | None | None | False | None | False | 22157.604 | 0 | 3851099 | 147104 | 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 | 35.78 | False | None | None | False | None | False | 96139.071 | 0 | 3851100 | 147104 | None | P No.138, I No.20.30)2024-25 SRVolume III | Providing and constructing un-reinforced plain cementconcrete pavement, thickness as per design, over aprepared 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, 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 ---- 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 | 8230.95 | 8230.95 | 42.6 | False | None | None | False | None | False | 350638.47 | 0 | 3851101 | 147104 | 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 | 11.7 | False | None | None | False | None | False | 1044.225 | 0 | 3851102 | 147104 | 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 |
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