| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1706358459000 | 0 | None | None | Roads | CONSTRUCTION OF ROAD FROM CM RAFEEQ HOUSE TOAZAM KHAN HOUSE AND AZAM KHAN HOUSE TO BISMILLA CIRCLE ROAD AND COVEERING SLAB CROSS ROADS | 7934020.38 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2316921 | 68373 | None | RMGM1.10 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead.PWD Common DSR 2023-24 Volume 3 (P No: 8 I.No:2.8(iI)A) | Cum | 740.57 | 740.57 | 30.0 | False | None | None | False | None | False | 22217.1 | 0 | | 2316922 | 68373 | None | RMGM1.11 | Manual Means: Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of 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 tuff 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.PWD Common DSR 2023-24 Volume 1 (P No: 5 I.No:1.4) | Cum | 249.26 | 249.26 | 215.13 | False | None | None | False | None | False | 53623.3038 | 0 | | 2316923 | 68373 | None | RMGM1.12 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.1 | Cum | 87.55 | 87.55 | 363.0 | False | None | None | False | None | False | 31780.65 | 0 | | 2316924 | 68373 | None | RMGM1.13 | 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates PWD Common DSR 2023-24 Volume 1 (P No: 15 I.No:2.1.3 ) | Cum | 6168.67 | 6168.67 | 35.75 | False | None | None | False | None | False | 220529.9525 | 0 | | 2316925 | 68373 | None | RMGM1.14 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 PWD Common DSR 2023-24 Volume 1 (P No: 16 I.No:2.3.1) | Cum | 8725.74 | 8725.74 | 115.53 | False | None | None | False | None | False | 1008084.7422 | 0 | | 2316926 | 68373 | None | RMGM1.15 | 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 Volume 1 (P No: 18 I.No:2.11h ) | Tonne | 81381.33 | 81381.33 | 6.35 | False | None | None | False | None | False | 516771.4455 | 0 | | 2316927 | 68373 | None | RMGM1.16 | 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.PWD Common DSR 2023-24 Volume 1 (P No: 7 I.No: 1.8) | Cum | 488.22 | 488.22 | 58.5 | False | None | None | False | None | False | 28560.87 | 0 | | 2316928 | 68373 | None | RMGM1.17 | Providing and laying 100mm thick pre-cast cover slabs over Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 500 @6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. DSR 2023-24 Volume 2 (P No: 177 I.No:17.14) | Sqm | 1205.1 | 1205.1 | 85.0 | False | None | None | False | None | False | 102433.5 | 0 | | 2316929 | 68373 | None | RMGM1.18 | 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 3.4/V3 page no 17 | Sqm | 6.18 | 6.18 | 2055.0 | False | None | None | False | None | False | 12699.9 | 0 | | 2316930 | 68373 | None | RMGM1.19 | 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, aution lights, removal of stumps and other deleterious matter including dressing of xcavated 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. | Cum | 97.85 | 97.85 | 981.0 | False | None | None | False | None | False | 95990.85 | 0 | | 2316931 | 68373 | None | RMGM1.20 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.1 | Cum | 87.55 | 87.55 | 981.0 | False | None | None | False | None | False | 85886.55 | 0 | | 2316932 | 68373 | None | RMGM1.21 | 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. PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.7 | Cum | 108.15 | 108.15 | 279.5 | False | None | None | False | None | False | 30227.925 | 0 | | 2316933 | 68373 | None | RMGM1.22 | Granular Sub-Base A Plant Mix Method:
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 -II Material PWD Common DSR 2023-24 Volume 3 (P No: 23 I.No: 4.1.A.(v) | Cum | 2562.64 | 2562.64 | 269.0 | False | None | None | False | None | False | 689350.16 | 0 | | 2316934 | 68373 | None | RMGM1.23 | 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. PWD Common DSR 2023-24 Volume 3 (P No: 26 I.No: 4.17) | Cum | 2635.77 | 2635.77 | 600.3 | False | None | None | False | None | False | 1582252.731 | 0 | | 2316935 | 68373 | None | RMGM1.24 | 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. PWD Common DSR 2023-24 Volume 3 (P No: 31 I.No:5.1.A) | Sqm | 42.23 | 42.23 | 2610.0 | False | None | None | False | None | False | 110220.3 | 0 | | 2316936 | 68373 | None | RMGM1.25 | 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 @ 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 | 7890.83 | 7890.83 | 130.5 | False | None | None | False | None | False | 1029753.315 | 0 | | 2316937 | 68373 | None | RMGM1.26 | Providing and applying tack coat with RS-1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.30 kg/m2 on the prepared bituminous surface cleaned with mechanical broom PWD Common DSR 2023-24 Volume 3 (P No: 31 I.No:5.5) | Sqm | 17.51 | 17.51 | 2610.0 | False | None | None | False | None | False | 45701.1 | 0 | | 2316938 | 68373 | None | RMGM1.27 | 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 lignment and rolled as per MoRTH V revision. volume 3 page 43 i no 5.31 | Cum | 10456.56 | 10456.56 | 78.3 | False | None | None | False | None | False | 818748.648 | 0 | | 2316939 | 68373 | None | RMGM1.28 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. DSR 2023-24 Volume 3 (P No: 67 I.No:8.15) | Sqm | 545.9 | 545.9 | 174.0 | False | None | None | False | None | False | 94986.6 | 0 | | 2316940 | 68373 | None | RMGM1.29 | Aluminium studs 100 x 100 mm fitted with lense reflectors DSR 2023-24 Volume 3 (P No: A9 I.No:8)) | Each | 309.0 | 309.0 | 870.0 | False | None | None | False | None | False | 268830.0 | 0 | | 2316941 | 68373 | None | RMGM1.30 | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) | Sqm | 1195.83 | 1195.83 | 522.0 | False | None | None | False | None | False | 624223.26 | 0 | | 2316942 | 68373 | None | RMGM1.31 | 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 0.6m depth DSR 2023-24 Volume 3 (P No: 198 I.No:16.28.2) | Each | 16852.86 | 16852.86 | 18.0 | False | None | None | False | None | False | 303351.48 | 0 | | 2316943 | 68373 | None | RMGM1.32 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete As per Kpwd Uni SR 2023-24 90mm dia Volume 5 Page No 120 90mm(weight of pipe -1.313 kg) I No 10.14.10) | Mtr | 265.74 | 265.74 | 300.0 | False | None | None | False | None | False | 79722.0 | 0 | | 2316944 | 68373 | None | RMGM1.33 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete. 20mm dia volume 2 13.32.2 page 122 | Mtr | 390.37 | 390.37 | 200.0 | False | None | None | False | None | False | 78074.0 | 0 |
| | 1706358459000 | 1 | None | None | Roads | CONSTRUCTION ASPHALT ROAD AT KOTHIPURA MAIN ROAD | 8227170.9 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2316945 | 68374 | None | RMGM1.10 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including TANDP and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead.PWD Common DSR 2023-24 Volume 3 (P No- 8 I.No-2.8(iI)A) | Cum | 740.57 | 740.57 | 124.2 | False | None | None | False | None | False | 91978.794 | 0 | | 2316946 | 68374 | None | RMGM1.11 | Manual Means- Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of 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 AND stacking the selected tuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools AND other appurtenaces required to complete the work.PWD Common DSR 2023-24 Volume 1 (P No- 5 I.No-1.4) | Cum | 249.26 | 249.26 | 320.4 | False | None | None | False | None | False | 79862.904 | 0 | | 2316947 | 68374 | None | RMGM1.12 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work PWD SR 2023-24 Vol-3 P.NO.17 I.No-3.1 | Cum | 87.55 | 87.55 | 460.8 | False | None | None | False | None | False | 40343.04 | 0 | | 2316948 | 68374 | None | RMGM1.13 | 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 AND 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 AND formwork shall be paid separately) Mix 1-3-6 (M10) Using 40 mm nominal size graded crushed coarse aggregates PWD Common DSR 2023-24 Volume 1 (P No- 15 I.No-2.1.3 ) | Cum | 6168.67 | 6168.67 | 57.6 | False | None | None | False | None | False | 355315.392 | 0 | | 2316949 | 68374 | None | RMGM1.14 | Providing and laying in Reinforced cement concrete for all Basement AND surface level works, return walls, retaining walls, sunken floors etc. 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 AND 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. (The cost of steel reinforcement AND formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD Common DSR 2023-24 Volume 1 (P No- 16 I.No-2.3.1) | Cum | 8725.74 | 8725.74 | 172.8 | False | None | None | False | None | False | 1507807.872 | 0 | | 2316950 | 68374 | None | RMGM1.15 | 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 Volume 1 (P No- 18 I.No-2.11h ) | Tonne | 81381.33 | 81381.33 | 9.5 | False | None | None | False | None | False | 773122.635 | 0 | | 2316951 | 68374 | None | RMGM1.16 | 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,usageAND all other appurtenaces required to complete the work.PWD Common DSR 2023-24 Volume 1 (P No- 7 I.No- 1.8) | Cum | 488.22 | 488.22 | 54.0 | False | None | None | False | None | False | 26363.88 | 0 | | 2316952 | 68374 | None | RMGM1.17 | Providing and laying 100mm thick pre-cast cover slabs over Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 500 @6kg/m2, slabs jointed in CM 1-3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. DSR 2023-24 Volume 2 (P No- 177 I.No-17.14) | Sqm | 1205.1 | 1205.1 | 170.0 | False | None | None | False | None | False | 204867.0 | 0 | | 2316953 | 68374 | None | RMGM1.19 | 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, aution lights, removal of stumps and other deleterious matter including dressing of xcavated surfaces, disposing off or levelling the excavated earth or sorting AND 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. | Cum | 97.85 | 97.85 | 846.45 | False | None | None | False | None | False | 82825.1325 | 0 | | 2316954 | 68374 | None | RMGM1.20 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work PWD SR 2023-24 Vol-3 P.NO.17 I.No-3.1 | Cum | 87.55 | 87.55 | 846.45 | False | None | None | False | None | False | 74106.6975 | 0 | | 2316955 | 68374 | None | RMGM1.21 | 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. PWD SR 2023-24 Vol-3 P.NO.17 I.No-3.7 | Cum | 108.15 | 108.15 | 282.15 | False | None | None | False | None | False | 30514.5225 | 0 | | 2316956 | 68374 | None | RMGM1.22 | Granular Sub-Base A Plant Mix Method-
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 -II Material PWD Common DSR 2023-24 Volume 3 (P No- 23 I.No- 4.1.A.(v) | Cum | 2562.64 | 2562.64 | 282.15 | False | None | None | False | None | False | 723048.876 | 0 | | 2316957 | 68374 | None | RMGM1.23 | 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. PWD Common DSR 2023-24 Volume 3 (P No- 26 I.No- 4.17) | Cum | 2635.77 | 2635.77 | 564.3 | False | None | None | False | None | False | 1487365.011 | 0 | | 2316958 | 68374 | None | RMGM1.24 | 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. PWD Common DSR 2023-24 Volume 3 (P No- 31 I.No-5.1.A) | Sqm | 42.23 | 42.23 | 2821.5 | False | None | None | False | None | False | 119151.945 | 0 | | 2316959 | 68374 | None | RMGM1.25 | 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 @ 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 | 7890.83 | 7890.83 | 141.08 | False | None | None | False | None | False | 1113238.2964 | 0 | | 2316960 | 68374 | None | RMGM1.26 | Providing and applying tack coat with RS-1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.30 kg/m2 on the prepared bituminous surface cleaned with mechanical broom PWD Common DSR 2023-24 Volume 3 (P No- 31 I.No-5.5) | Sqm | 17.51 | 17.51 | 2821.5 | False | None | None | False | None | False | 49404.465 | 0 | | 2316961 | 68374 | None | RMGM1.27 | 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 lignment and rolled as per MoRTH V revision. volume 3 page 43 i no 5.31 | Cum | 10456.56 | 10456.56 | 84.65 | False | None | None | False | None | False | 885147.804 | 0 | | 2316962 | 68374 | None | RMGM1.28 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC-35-2015.The finished surface to be level, uniform and free from streaks and holes. DSR 2023-24 Volume 3 (P No- 67 I.No-8.15) | Sqm | 545.9 | 545.9 | 153.9 | False | None | None | False | None | False | 84014.01 | 0 | | 2316963 | 68374 | None | RMGM1.29 | Aluminium studs 100 x 100 mm fitted with lense reflectors DSR 2023-24 Volume 3 (P No- A9 I.No-8)) | Each | 309.0 | 309.0 | 770.0 | False | None | None | False | None | False | 237930.0 | 0 | | 2316964 | 68374 | None | RMGM1.30 | 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 0.3m depth DSR 2023-24 Volume 3 (P No- 198 I.No-16.28.1) | Each | 8414.07 | 8414.07 | 16.0 | False | None | None | False | None | False | 134625.12 | 0 | | 2316965 | 68374 | None | RMGM1.31 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete As per Kpwd Uni SR 2023-24 90mm dia Volume 5 Page No 120 90mm(weight of pipe -1.313 kg) I No 10.14.10) | Mtr | 265.74 | 265.74 | 150.0 | False | None | None | False | None | False | 39861.0 | 0 | | 2316966 | 68374 | None | RMGM1.32 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement AND the cost of cutting chases AND making good the same including testing of joints complete. 20mm dia volume 2 13.32.2 page 122 | Mtr | 390.37 | 390.37 | 150.0 | False | None | None | False | None | False | 58555.5 | 0 | | 2316967 | 68374 | None | RMGM1.33 | Excavation and removal of silt and silt mixed with sand from canal bed by manual means including disposing off the same in spoil bank or on the canal embankment in layers as directed with all other ancillary operations complete.in slussy condition DSR 2023-24 Volume 4 (P No- 104 I.No-8.24.2) | Cum | 366.68 | 366.68 | 75.6 | False | None | None | False | None | False | 27721.008 | 0 |
|
|
|---|