1726051514000 | 0 | None | None | Other Works | Construction of CC Draain and Road development work way to Court road near TMC office in HD Kote TMC Limit | 922020.08 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3958884 | 153397 | None | code01 | 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 work. CSR 2023-24 Sl. No.1.14.1, Page No.8 Volume1. | Cum | 105.06 | 105.06 | 50.625 | False | None | None | False | None | False | 5318.6625 | 0 | 3958885 | 153397 | None | code02 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates. CSR 2023-24 Sl. No.2.1.2, Page No.15Volume1. | Cum | 5833.92 | 5833.92 | 6.37 | False | None | None | False | None | False | 37162.0704 | 0 | 3958886 | 153397 | None | code03 | Providing and laying in position Reinforced 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 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 the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. CSR 2023-24 Sl. No.2.2.1, Page No.16 Volume1. | Cum | 6799.35 | 6799.35 | 15.7399 | False | None | None | False | None | False | 107021.089065 | 0 | 3958887 | 153397 | None | code04 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. CSR 2023-24 Sl. No.9.3, Page No.71Volume3. | Tonne | 92140.71 | 92140.71 | 0.6 | False | None | None | False | None | False | 55284.426 | 0 | 3958888 | 153397 | None | code05 | 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.CSR 2023-24 Sl. No.1.10, Page No.07Volume1. | Cum | 164.8 | 164.8 | 7.5 | False | None | None | False | None | False | 1236.0 | 0 | 3958889 | 153397 | None | code06 | Compacting Original Ground. Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, 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. CSR 2023-24 I NO.3.7, 305.3.4 P-17 V-3 | Cum | 108.15 | 108.15 | 75.6 | False | None | None | False | None | False | 8176.14 | 0 | 3958890 | 153397 | None | code07 | Granular Sub-Base. Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 4.1, 401, A, (ii) For Grading -II Material. CSR 2023-24 INo.4.1, 401 PNO-23 V-3 | Cum | 2636.8 | 2636.8 | 70.2 | False | None | None | False | None | False | 185103.36 | 0 | 3958891 | 153397 | 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.CSR 2023-24 I 4.17,406 PNO-26 Volume-3 | Cum | 2635.77 | 2635.77 | 70.1999 | False | None | None | False | None | False | 185030.790423 | 0 | 3958892 | 153397 | None | code09 | 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 0.90 kg per m2 using mechanical means. CSR 2023-24 I No.5.1, 502, A P NO-3 V -3 P-3 | Sqm | 42.23 | 42.23 | 468.0 | False | None | None | False | None | False | 19763.64 | 0 | 3958893 | 153397 | None | code10 | Bituminous Macadam Grading - I for traffic 20 MSA Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. CSR 2023-24 I.No.5.6, 504, (i), A PNo-31 V-3 . | Cum | 7762.08 | 7762.08 | 23.4 | False | None | None | False | None | False | 181632.672 | 0 | 3958894 | 153397 | None | code11 | Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. CSR 2023-24 Si No.5.3, 503, (i), P-31 V-3 | Sqm | 12.36 | 12.36 | 468.0 | False | None | None | False | None | False | 5784.48 | 0 | 3958895 | 153397 | None | code12 | 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. CSR2023-24 I.No.1, 21-A, IRC-37: 2018, .V-3 P-43 5.31 IRC 37:2018 | Cum | 10827.36 | 10827.36 | 11.7 | False | None | None | False | None | False | 126680.112 | 0 | 3958896 | 153397 | None | code13 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work
Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control,(i) Upto 10 cm in width.CSR 2023-24 I No.8.13, ((ii)) Ref. to MoRT&H Spec. 803, (ii) P-66 V-3 | Sqm | 177.16 | 177.16 | 21.5999 | False | None | None | False | None | False | 3826.638284 | 0 |
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