| 1725601421000 | 0 | None | None | Roads | construction of concrete road and drain durga parameshwari temple cross road and Asphalting of prasad colony 1st cross road in settibettu ward | 719208.37 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3931753 | 151876 | None | code01 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other 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 a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth PWD SR 2024-25 Vol:1 P.NO.36 I.No:1.12 | Cum | 106.4 | 106.4 | 75.3 | False | None | None | False | None | False | 8011.92 | 0 | | 3931754 | 151876 | None | code02 | Loosening, leveling and Compacting original ground supporting
embankment to facilitate placement of first layer of mbankment,
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. | Cum | 117.6 | 117.6 | 20.3 | False | None | None | False | None | False | 2387.28 | 0 | | 3931755 | 151876 | None | code03 | Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixingthe Material with water at OMC in mechanical mix plant carriageof 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 Sl. No.4.17, 406 P.No. 31/CSR 2024-25 VOL-3 | Cum | 2866.08 | 2866.08 | 30.45 | False | None | None | False | None | False | 87272.136 | 0 | | 3931756 | 151876 | None | code04 | Construction of un-reinforced plain cement concrete pavementusing RMC M-30 grade with and GGBS@ 90kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. Thesuperplastisiser confirming to IS 9103-1999 Reaffirmed-2008,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) Sl. No.6.6 P.No. 51/CSR 2024-25 VOL-3 | Cum | 7586.88 | 7586.88 | 30.45 | False | None | None | False | None | False | 231020.496 | 0 | | 3931757 | 151876 | 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 (Pg 7, Item No. 1.10 Vol I PWDSR 2023-24) | Cum | 179.2 | 179.2 | 10.44 | False | None | None | False | None | False | 1870.848 | 0 | | 3931758 | 151876 | None | code06 | Earth work excavation by manual means for drains,canals, waste weir draft,approach channels, key trench, foundation of Bridges and such similar works,as per drawing and technical specifications, including setting out, shoring,strutting, barricading, caution lights, excavated surface leveled and sides neatlydressed disposing off or leveling the excavated stuff or sorting & stacking theselected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth Sl. No.1.5.1 P.No. 6/CSR 2023-2024 Vol-1 | Cum | 334.88 | 334.88 | 23.04 | False | None | None | False | None | False | 7715.6352 | 0 | | 3931759 | 151876 | None | code07 | 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 (Depth upto 3.00m)(Pg 8, Item No. 1.14.1 Vol I PWDSR 2023-24) | Cum | 114.24 | 114.24 | 25.6 | False | None | None | False | None | False | 2924.544 | 0 | | 3931760 | 151876 | None | code08 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (Pg 15, Item No. 2.1.3 Vol I PWDSR 2023-24) | Cum | 6707.68 | 6707.68 | 5.49 | False | None | None | False | None | False | 36825.1632 | 0 | | 3931761 | 151876 | None | code09 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding 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 Sl. No.3.7, 406 P.No. 16/CSR 2021-22 VOL-3 | Tonne | 96804.96 | 96804.96 | 0.698 | False | None | None | False | None | False | 67569.86208 | 0 | | 3931762 | 151876 | None | code10 | Providing and laying in Cement Concrete for all Basement & surface levelworks, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevantIS Codes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, including alllead & lifts, cost of all materials of quality, 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 nominal size graded crushed coarse aggregates ( Page no 16, item no2.3.1 , UNI SR 2023-24) | Cum | 9560.38 | 9560.38 | 18.48 | False | None | None | False | None | False | 176675.8224 | 0 | | 3931763 | 151876 | None | code11 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) .Removal of all failed material, trimming of completedexcavation to provide firm vertical faces, cleaning of surface,painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminousmaterial as per clause 510 using HMP 40/60 TPH Capacitycompacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 PWD SR 2024-25 Vol:3 P.NO.91.No:10.5 | Sqm | 477.12 | 477.12 | 4.8 | False | None | None | False | None | False | 2290.176 | 0 | | 3931764 | 151876 | None | code12 | Providing and applying primer coat with SS1 grade BitumenEmulsion on prepared surface of granular base includingcleaning of road surface and spraying primer at the rate of 0.70
kg/m2 using mechanical means. Sl. No.5.1-502 P.No. 31/CSR 2024-25 VOL-3 | Sqm | 45.92 | 45.92 | 36.0 | False | None | None | False | None | False | 1653.12 | 0 | | 3931765 | 151876 | None | code13 | Providing and applying primer coat with SS1 grade BituminousEmulsion on prepared surface of granular Base including cleaningwith mechanical Broom of road surface and spraying primer at the rate of 0.90 kg/m2 using mechanical means Sl. No.5.2-502 P.No. 31/CSR 2024-25 VOL-3 | Sqm | 59.36 | 59.36 | 120.0 | False | None | None | False | None | False | 7123.2 | 0 | | 3931766 | 151876 | None | code14 | Providing and applying tack coat with RS1 Bituminous Emulsionusing emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Sl. No.5.3-502 P.No. 31/CSR 2024-25 VOL-3 | Sqm | 13.44 | 13.44 | 120.0 | False | None | None | False | None | False | 1612.8 | 0 | | 3931767 | 151876 | None | code15 | Providing and laying Bituminous Macadam with 40/60 tphcapacity hot mix plant using crushed aggregates of specifiedgrading 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 P.NO32,SL.NO.5.6C, 504(i) C CSR 2024-25 vol-3 | Cum | 8357.44 | 8357.44 | 6.0 | False | None | None | False | None | False | 50144.64 | 0 | | 3931768 | 151876 | None | code16 | Providing and laying Semi Dense Bituminous Concrete with40/60 TPH capacity hot mix plant batch type using crushedaggregates of specified grading premixed with bituminous binderVG-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. P.G.NO43, SL.NO.5.31 21-A CSR 2024-25 vol-3 , IRC-37: 2018 | Cum | 11370.24 | 11370.24 | 3.0 | False | None | None | False | None | False | 34110.72 | 0 |
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