| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1720441985000 | 0 | None | None | Roads | WARD-39 CONSTRUCTION OF CC ROAD AT 17TH CROSS VIDYANAGAR MAIN ROAD TO HADADI ROAD & ASPHALTING OF CROSS ROADS | 6000139.26 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3485136 | 124581 | None | 3.5 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead | Sqm | 6.3 | 6.3 | 1770.0 | False | None | None | False | None | False | 11151.0 | 0 | | 3485137 | 124581 | None | 1.12 | 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 | Cum | 99.75 | 99.75 | 797.4 | False | None | None | False | None | False | 79540.65 | 0 | | 3485138 | 124581 | None | 3.7 | Compacting Original Ground, Compacting original ground supporting embankment, Loosening, leveling and Compacting original ground supportingembankment 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. | Cum | 110.25 | 110.25 | 575.7 | False | None | None | False | None | False | 63470.925 | 0 | | 3485139 | 124581 | None | 1.8 | Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work | Cum | 494.55 | 494.55 | 384.24 | False | None | None | False | None | False | 190025.892 | 0 | | 3485140 | 124581 | None | 4.1(V) | 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 401 For Grading -VI Material | Cum | 2611.35 | 2611.35 | 27.3 | False | None | None | False | None | False | 71289.855 | 0 | | 3485141 | 124581 | None | 4.17 | 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 | Cum | 2686.95 | 2686.95 | 562.05 | False | None | None | False | None | False | 1510200.2475 | 0 | | 3485142 | 124581 | None | 16.28 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared 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:383:2016:, 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. | Cum | 7091.7 | 7091.7 | 337.5 | False | None | None | False | None | False | 2393448.75 | 0 | | 3485143 | 124581 | None | 5.1 | 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 0.70 kg per m2 using mechanical means. | Sqm | 43.05 | 43.05 | 2013.75 | False | None | None | False | None | False | 86691.9375 | 0 | | 3485144 | 124581 | None | 5.6B | Providing and laying Bituminous Macadam with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% 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 | Cum | 7746.9 | 7746.9 | 100.69 | False | None | None | False | None | False | 780035.361 | 0 | | 3485145 | 124581 | None | 5.3 | 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 | Sqm | 12.6 | 12.6 | 2013.75 | False | None | None | False | None | False | 25373.25 | 0 | | 3485146 | 124581 | None | 5.31 | Semi Dense Bituminous Concrete IRC-37: 2018 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. | Cum | 10659.6 | 10659.6 | 50.34 | False | None | None | False | None | False | 536604.264 | 0 | | 3485147 | 124581 | None | 16.28.1 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete.Upto 0.30m depth. | Each | 8577.45 | 8577.45 | 11.0 | False | None | None | False | None | False | 94351.95 | 0 | | 3485148 | 124581 | None | 13.32.1 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal dia Pipes | m | 324.45 | 324.45 | 80.0 | False | None | None | False | None | False | 25956.0 | 0 | | 3485149 | 124581 | None | 3.1 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work. | Cum | 89.25 | 89.25 | 1373.1 | False | None | None | False | None | False | 122549.175 | 0 | | 3485150 | 124581 | None | 804 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approed colour shade paint complete, on M.S.angleof size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec.No. As directed by Engineer in Charge & MoRTH specification 804 | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
| | 1720441985000 | 1 | None | None | Roads | IMROVEMENTS TO ROAD AND DRAIN AT TARALABALU KRUSHI KENDRA IN WARD NO 40 | 6240283.48 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3485151 | 124582 | None | 001 | Earth work in surface excavation by mechanical means for lowering and leveling the ground for all works other than foundation in all kinds of soils and 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 and other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth (Vol-01 SR-2023-24 P No.8 I NO 1.12) | Cum | 99.75 | 99.75 | 543.0 | False | None | None | False | None | False | 54164.25 | 0 | | 3485152 | 124582 | None | 002 | Compacting original ground supporting embankment 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. (Vol-03 SR-2023-24 P No 17 I NO 3.7) | Cum | 110.25 | 110.25 | 291.0 | False | None | None | False | None | False | 32082.75 | 0 | | 3485153 | 124582 | None | 003 | Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (Vol -01 SR-2023-24 I.NO.1.8 Pg No-7) | Cum | 497.7 | 497.7 | 333.0 | False | None | None | False | None | False | 165734.1 | 0 | | 3485154 | 124582 | None | 004 | 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 401 For Grading -V Material (Vol-03 SR-2023-24 P No 23 I. No 4.1(V) | Cum | 2611.35 | 2611.35 | 126.0 | False | None | None | False | None | False | 329030.1 | 0 | | 3485155 | 124582 | None | 005 | 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. (Vol-03 SR-2023-24 P No 26 I No 4.17) | Cum | 2686.95 | 2686.95 | 436.5 | False | None | None | False | None | False | 1172853.675 | 0 | | 3485156 | 124582 | None | 006 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared 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:383:2016:, 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., . (Vol-03 SR-2023-24 P No 149 I NO. 16.28) | Cum | 7091.7 | 7091.7 | 225.0 | False | None | None | False | None | False | 1595632.5 | 0 | | 3485157 | 124582 | None | 007 | 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 0.70 kg per m2 using mechanical means. (PWD SR 2023-24 Vol III I.No. 5.1 P.No. 31) | Sqm | 43.05 | 43.05 | 1125.0 | False | None | None | False | None | False | 48431.25 | 0 | | 3485158 | 124582 | None | 008 | Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 at 3.4 persentge 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 (PWD SR 2023-24 Vol III I.No. 5.8C P.No. 33) | Cum | 8044.05 | 8044.05 | 56.25 | False | None | None | False | None | False | 452477.8125 | 0 | | 3485159 | 124582 | None | 009 | 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 (PWD SR 2023-24 Vol III I.No. 5.3 P.No. 31) | Sqm | 12.6 | 12.6 | 1125.0 | False | None | None | False | None | False | 14175.0 | 0 | | 3485160 | 124582 | None | 010 | Semi Dense Bituminous Concrete IRC-37: 2018 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 at 5 persentge 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.(PWD SR 2023-24 Vol III I.No. 5.31 P.No. 43) | Cum | 11107.95 | 11107.95 | 28.13 | False | None | None | False | None | False | 312466.6335 | 0 | | 3485161 | 124582 | None | 011 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole. Upto 0.30m depth (Vol-5 SR-2023-24 P No.198 I NO 16.28) | No | 8577.45 | 8577.45 | 3.0 | False | None | None | False | None | False | 25732.35 | 0 | | 3485162 | 124582 | None | 012 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m (Vol-1 SR-2023-24 P No.05 I NO 1.4.1 ) | Cum | 254.1 | 254.1 | 486.24 | False | None | None | False | None | False | 123553.584 | 0 | | 3485163 | 124582 | None | 013 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (Vol-01 SR-2023-24 P No.15 I No. 2.1.2) | Cum | 5947.2 | 5947.2 | 41.85 | False | None | None | False | None | False | 248890.32 | 0 | | 3485164 | 124582 | None | 014 | 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 with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures (Vol-01 SR-2023-24 P No.18 I NO 2.11 h) | Tonne | 82961.55 | 82961.55 | 5.019 | False | None | None | False | None | False | 416384.01945 | 0 | | 3485165 | 124582 | None | 015 | Providing and laying in position 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-01 SR-2022 P No 16 I NO 2.4.2) | Cum | 6639.15 | 6639.15 | 141.21 | False | None | None | False | None | False | 937514.3715 | 0 | | 3485166 | 124582 | None | 016 | Appendix 1-Additionalities for Formwork, centering & Scaffolding Cement Concrete Drain (35%) (Vol-01 SR-2022 P.No.116 Sl.No.13 ) | Cum | 2323.7 | 2323.7 | 88.9 | False | None | None | False | None | False | 206576.93 | 0 | | 3485167 | 124582 | None | 017 | 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 (Vol-01 SR-2022 P No 7 I NO 1.10) | Cum | 168.0 | 168.0 | 83.43 | False | None | None | False | None | False | 14016.24 | 0 | | 3485168 | 124582 | None | 018 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work.(Vol-03 SR-2023-24 P No 17 I No.3.1) | Cum | 89.25 | 89.25 | 945.81 | False | None | None | False | None | False | 84413.5425 | 0 | | 3485169 | 124582 | None | 019 | 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 and fixing charges. (Vol-03 SR-2023-24 I.NO.8.55 Pg NO-79) | Each | 6154.05 | 6154.05 | 1.0 | False | None | None | False | None | False | 6154.05 | 0 |
| | 1720441985000 | 1 | None | None | Roads | IMROVEMENTS TO ROAD FROM 14TH CROSS TO 9TH CROSS (INFRONT OF SHASHI SOPA FACTARY HOUSE) AT ANJANEYA BADAVANE IN WARD NO 40 | 1596525.18 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3485170 | 124583 | None | 001 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead (Vol-03 SR-2023-24 P No.17 I NO 3.5) | Sqm | 6.3 | 6.3 | 1360.0 | False | None | None | False | None | False | 8568.0 | 0 | | 3485171 | 124583 | None | 002 | Compacting original ground supporting embankment 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. (Vol-03 SR-2023-24 P No 17 I NO 3.7) | Cum | 110.25 | 110.25 | 204.0 | False | None | None | False | None | False | 22491.0 | 0 | | 3485172 | 124583 | None | 003 | Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (Vol -01 SR-2023-24 I.NO.1.8 Pg No-7) | Cum | 497.7 | 497.7 | 61.2 | False | None | None | False | None | False | 30459.24 | 0 | | 3485173 | 124583 | None | 004 | 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. (Vol-03 SR-2023-24 P No 26 I No 4.17) | Cum | 2686.95 | 2686.95 | 204.0 | False | None | None | False | None | False | 548137.8 | 0 | | 3485174 | 124583 | None | 005 | 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 0.70 kg per m2 using mechanical means. (PWD SR 2023-24 Vol III I.No. 5.1 P.No. 31) | Sqm | 43.05 | 43.05 | 1275.0 | False | None | None | False | None | False | 54888.75 | 0 | | 3485175 | 124583 | None | 006 | Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 at 3.4 persentge 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 (PWD SR 2023-24 Vol III I.No. 5.8C P.No. 33) | Cum | 8044.05 | 8044.05 | 63.75 | False | None | None | False | None | False | 512808.1875 | 0 | | 3485176 | 124583 | None | 007 | 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 (PWD SR 2023-24 Vol III I.No. 5.3 P.No. 31) | Sqm | 12.6 | 12.6 | 1275.0 | False | None | None | False | None | False | 16065.0 | 0 | | 3485177 | 124583 | None | 008 | Semi Dense Bituminous Concrete IRC-37: 2018 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 at 5 persentge 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.(PWD SR 2023-24 Vol III I.No. 5.31 P.No. 43) | Cum | 11107.95 | 11107.95 | 31.875 | False | None | None | False | None | False | 354065.90625 | 0 | | 3485178 | 124583 | None | 009 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole. Upto 0.30m depth (Vol-5 SR-2023-24 P No.198 I NO 16.28) | No | 8577.45 | 8577.45 | 5.0 | False | None | None | False | None | False | 42887.25 | 0 | | 3485179 | 124583 | None | 010 | 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 and fixing charges. (Vol-03 SR-2023-24 I.NO.8.55 Pg NO-79) | Each | 6154.05 | 6154.05 | 1.0 | False | None | None | False | None | False | 6154.05 | 0 |
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