tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1720594389000 | 0 | None | None | Other Works | Development of road and drain work in subhash nagar 6th main road library cross roads and selected road And subhas nagara mashallah store library left and right side rajendra nagara 1st cross road to 4th cross roads deck slab work in ard no.16 | 4961475.98 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3501951 | 125190 | None | code1.14.1 | Earth work excavation by mechanical 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 neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth ( Vol I, P-6, I.No.1.4.1 S.R 2023-24) | Cum | 126.37 | 126.37 | 293.15 | False | None | None | False | None | False | 37045.3655 | 0 | 3501952 | 125190 | None | code6.1 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conformingto IS: 383, the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 14:1, aggregate gradationafter blending to be as per table 600-1, cement content not to beless than 140 kg/ m3 , optimum moisture content to be determined
during trial length construction, concrete strength not to be lessthan 7 Mpa at 7 days, mixed in a batching plant, transported tosite, laid with a paver with electronic sensor, compacting with8-10 t vibratory roller, finishing and curing.(VOL-3/I.N-6.1) | Cum | 6095.88 | 6095.88 | 60.0 | False | None | None | False | None | False | 365752.8 | 0 | 3501953 | 125190 | None | code9.32 | Providing and laying heavy duty cobble stones 75mm thick interlock
pavers, using cement and course sand for manufacture of blocks of
approved size, shape and colour with a minimum compressive strength
of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and
compacting with plate vibrator having 3 tons compaction force thereby
forcing part of sand underneath to come up in between joints, final
compaction of paver surface joints into its final level, including cost of
materials, labour and Usage charges of machinery complete as per
specifications. ( Voll I,, I.No.9.32 S.R 2021-22) | Sqm | 1418.65 | 1418.65 | 300.0 | False | None | None | False | None | False | 425595.0 | 0 | 3501954 | 125190 | None | code4.17 | 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 surfaceand compacting with vibratory roller to achieve the desired density.. (, It no-4.17) (S.R-2023-24)( volume-III) | Cum | 3170.6 | 3170.6 | 263.15 | False | None | None | False | None | False | 834343.39 | 0 | 3501955 | 125190 | None | code5.1 | 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 m2using mechanical means.MORTH specification 502. (, It no-5.1) (S.R-2023-24 volume-III) | Cum | 50.79 | 50.79 | 1454.3 | False | None | None | False | None | False | 73863.897 | 0 | 3501956 | 125190 | None | code5.6 | Providing and laying Bituminous Macadam with 120 tphcapacity hot mix plant batch type using crushed aggregatesof specified grading premixed with bituminous binderVG-30 @ 3.3by weight of mix, transported to site, laid over apreviously prepared surface with mechanical paver finisher tothe required grade, level and alignment and rolled as per clauses501.6 and 501.7 to achieve the desired compaction (, It no-5.6(A)) (S.R-2023-24)( volume-III) | Cum | 9337.1 | 9337.1 | 186.05 | False | None | None | False | None | False | 1737167.455 | 0 | 3501957 | 125190 | None | code5.3 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2on the prepared bituminous surface cleaned with mechanical broom ack coat on Bituminous surface MORTH specification 503(i)(It .no-5.3) (S.R-2023-24 volume-III) | Sqm | 14.86 | 14.86 | 3721.1 | False | None | None | False | None | False | 55295.546 | 0 | 3501958 | 125190 | None | code5.31 | 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. (It .no-5.31) (S.R-2023-24)( volume-III) | Cum | 12578.32 | 12578.32 | 93.03 | False | None | None | False | None | False | 1170161.1096 | 0 | 3501959 | 125190 | None | code8.15 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2area, thickness of 2.5 mm is exclusive of surface applied glassbeads as per IRC:35:2015.The finished surface to be level,uniform and free from streaks and holes.. (It .no-8.15) (S.R-2023-24)( volume-III) | Sqm | 656.67 | 656.67 | 149.4 | False | None | None | False | None | False | 98106.498 | 0 | 3501960 | 125190 | None | code10.5 | Removal of all failed material, trimming of completed excavation 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 bituminous material as per clause 504 using HMP 40/60 TPH Capacity
compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) (It .no-10.5) (S.R-2023-24)( volume-III) | Sqm | 527.81 | 527.81 | 200.0 | False | None | None | False | None | False | 105562.0 | 0 | 3501961 | 125190 | None | code3.1 | Removal of Unserviceable Soil with Disposal upto a suitable
distance as directed by the Engineer incharge of work (VOL-3/I.N-3.1) | Cum | 105.31 | 105.31 | 556.29 | False | None | None | False | None | False | 58582.8999 | 0 |
| 1720594389000 | 0 | None | None | Other Works | Development of road and drain work in subhash nagar 6th main road library cross roads and selected road And subhas nagara mashallah store library left and right side rajendra nagara 1st cross road to 4th cross roads deck slab work in ard no.16 | 2995342.8 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3501962 | 125191 | None | code1.5.1 | 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 neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth ( Vol I, P-6, I.No.1.5.1 S.R 2023-24) | Cum | 370.46 | 370.46 | 372.6 | False | None | None | False | None | False | 138033.396 | 0 | 3501963 | 125191 | None | code2.1.2 | 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 pertechnical specifications. (The cost of steel reinforcement & formwork shall be paid separately) (VOL-1/I.N-2.1)Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse(VOL-1/I.N-2.1.2) SR -2023-24 | Cum | 7017.69 | 7017.69 | 59.4 | False | None | None | False | None | False | 416850.786 | 0 | 3501964 | 125191 | None | code2.4 | 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 relevantIS 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) (VOL-1/I.N-2.4)Appendix I Additionalities for Formwork, Centering & Scaffolding, Foundation, Sub structure of Cross drainages for centering 5% on the Percentage on finished | Cum | 8207.2 | 8207.2 | 126.86 | False | None | None | False | None | False | 1041165.392 | 0 | 3501965 | 125191 | None | code2.11h | 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 / softannealed steel wire and other ancilary operations complete as per drawing andtechnical specification.c.Sub structure of Bridges(VOL-1/I.N-2.11(C)) | Tonne | 107090.48 | 107090.48 | 8.67 | False | None | None | False | None | False | 928474.4616 | 0 | 3501966 | 125191 | None | codeApproved rate | Providing & laying in position precast reinforced cement concrete slab of size 0.9x 0.60m x 0.10 m of design mixM 20 with OPC cement @320kgs, with 20 mm & down size graded granite metal course aggregates @0.878cum and fine aggregtes @ 0.459cum with superplasiser @3lts including cost of all materials, labour, HOM of machinery, curing farm work,reinforcement,fabrication charges,transporation to this site etc,complete as per sepcifications.(Approved rate) | Each | 908.59 | 908.59 | 475.0 | False | None | None | False | None | False | 431580.25 | 0 | 3501967 | 125191 | None | code3.1 | Removal of Unserviceable Soil with Disposal upto a suitable
distance as directed by the Engineer incharge of work (VOL-3/I.N-3.1) | Cum | 105.31 | 105.31 | 372.6 | False | None | None | False | None | False | 39238.506 | 0 |
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