| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1724058609000 | 0 | None | None | Other Works | P-2CONSTRUCTION OF SANITARY LANDFILL. 2CONSTRUCTION OF LEACHATE TREATMENT FACILITY AEROBIC TANK 12.5m x 12.5m x 2m & ANAEROBIC TANK 9m x 9m x 4m in KUSTAGI TMC SWM SITE. (SANITARY LANDFILL) | 7033246.68 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3808883 | 144620 | None | code01 | Clearing and Grubbing Road Land : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (CM SR 2023-24/Vol-3/P.No. 9/2.5 (ii)/A ) By Mechanical Means using Dozer, In area of light jungle | Sqm | 412.65 | 412.65 | 30.25 | False | None | None | False | None | False | 12482.6625 | 0 | | 3808884 | 144620 | None | code02 | Earth work excavation for foundation of structure upto 3 mtrs. By mechanicle means as per drawing and technical specification, including setting out, providing shoring, strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead. including cost of labour, materials and HOM of machineries etc., complete Ordinary/Hard Soil. In all kinds of soils Depth upto 3 m (CM SR 2023-24/Vol-1/P.No. 8/1.14.1 ) | Cum | 107.1 | 107.1 | 5931.9 | False | None | None | False | None | False | 635306.49 | 0 | | 3808885 | 144620 | None | code03 | Earth work excavation for foundation of structure upto 3 mtrs. By mechanicle means as per drawing and technical specification, including setting out, providing shoring, strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead. including cost of labour, materials and HOM of machineries etc., complete In ordinary/soft rock without blasting upto 1.5 m depth. In all kinds of soils Depth upto 3 m (CM SR 2023-24/Vol-1/P.No. 8/1.15.1 ) | Cum | 381.15 | 381.15 | 659.1 | False | None | None | False | None | False | 251215.965 | 0 | | 3808886 | 144620 | None | code04 | Providing and Filling in foundation with granite / trap broken metal 40mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. (derived from rate analysis) (CM SR 2023-24/P.No. A-38/Vol-1/Sl. No. 7) | Sqm | 1929.9 | 1929.9 | 594.864 | False | None | None | False | None | False | 1148028.0336 | 0 | | 3808887 | 144620 | None | code05 | Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (CM SR 2021-22/Vol-3/P.No.99 /13.7/710.1.4.of IRC:78 and 2200) | Cum | 1160.25 | 1160.25 | 205.35 | False | None | None | False | None | False | 238257.3375 | 0 | | 3808888 | 144620 | None | code06 | Providing & laying 1500 Microns thick 6 m wide HDPE Geo membrane, over the synthetic clay liner having Thickness 1.5mm, Density .94g/cm Tensile Strength at yield 23 Nmm/ width and at break 42 Nmm/ width, Elongation at Yield 13%, Elongation at Break 700%, Tear Resistance 175 N, Puncture Resistance 490 N, Carbon Black Content 2.5 and Carbon Black dispersion at Satisfactory level. (Market Rate) | Sqm | 450.0 | 450.0 | 2974.32 | False | None | None | False | None | False | 1338444.0 | 0 | | 3808889 | 144620 | None | code07 | Geotextile - 285 gsm :Providing and laying of 285 gsm non-woven geo-textile of approved make at landfill base to protect silt entering into the drainage media as per the specifications. The rate quoted shall include stitching, overlapping wastage and anchoring etc. complete as directed by Engineer- in-Charge. (CM SR 2023-24/Vol-3/P.No.A-11/051) | Sqm | 210.0 | 210.0 | 2974.32 | False | None | None | False | None | False | 624607.2 | 0 | | 3808890 | 144620 | None | code08 | HDPE PIPES : Header Pipe :Supplying and laying of 200 mm OD, 6 Kg/cm2 HDPE Header pipes for the construction of leachate drainage system within the landfill zone and for connecting to the leachate sumps, as specified. The cost shall include, handling, cutting to size, welding the joints, at required lengths etc. complete as directed by Engineer in charge. (CM SR 2023-24/Vol-3/P.No. A-11/Sl. No. 63) | m | 1102.5 | 1102.5 | 50.0 | False | None | None | False | None | False | 55125.0 | 0 | | 3808891 | 144620 | None | code09 | Lateral :Supplying and laying of 160 mm OD HDPE pipes 6kg/cm2 for the construction of leachate drainage system and also within the outlet zone as specified the cost shall include wrapping of Geotextile, apart from the details given in relevant clauses, handling, cutting to size, welding the joints, providing perforations, wrapping of geotextile at required lengths and faces etc. complete. (CM SR 2023-24/Vol-3/P.No. A-11/Sl. No. 62) | m | 840.0 | 840.0 | 240.0 | False | None | None | False | None | False | 201600.0 | 0 | | 3808892 | 144620 | None | code10 | Supplying and providing Geosynthetic clay liner 4.5mm thick (Market Rate) | Sqm | 250.0 | 250.0 | 2974.32 | False | None | None | False | None | False | 743580.0 | 0 | | 3808893 | 144620 | None | code11 | Supplying and providing protective soil layer 300mm thick river sand (Market Rate) | Cum | 2000.0 | 2000.0 | 892.3 | False | None | None | False | None | False | 1784600.0 | 0 |
| | 1724058609000 | 0 | None | None | Other Works | P-2CONSTRUCTION OF SANITARY LANDFILL. 2CONSTRUCTION OF LEACHATE TREATMENT FACILITY AEROBIC TANK 12.5m x 12.5m x 2m & ANAEROBIC TANK 9m x 9m x 4m in KUSTAGI TMC SWM SITE. (AEROBIC TANK) | 698252.83 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3808894 | 144621 | None | code01 | Clearing and Grubbing Road Land : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (CM SR 2023-24/Vol-3/P.No. 9/2.5 (ii)/A ) By Mechanical Means using Dozer, In area of light jungle | Sqm | 412.65 | 412.65 | 0.6 | False | None | None | False | None | False | 247.59 | 0 | | 3808895 | 144621 | None | code02 | Earth work excavation for foundation of structure upto 3 mtrs. By mechanicle means as per drawing and technical specification, including setting out, providing shoring, strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead. including cost of labour, materials and HOM of machineries etc., complete Ordinary/Hard Soil. In all kinds of soils Depth upto 3 m (CM SR 2023-24 Vol-1/P.No. 8/1.14.1 ) | Cum | 107.1 | 107.1 | 132.597 | False | None | None | False | None | False | 14201.1387 | 0 | | 3808896 | 144621 | None | code03 | Earth work excavation for foundation of structure upto 3 mtrs. By mechanicle means as per drawing and technical specification, including setting out, providing shoring, strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead. including cost of labour, materials and HOM of machineries etc., complete In ordinary/soft rock without blasting upto 1.5 m depth. In all kinds of soils Depth upto 3 m (CM SR 2023-24/Vol-1/P.No. 8/1.15.1 ) | Cum | 381.15 | 381.15 | 14.73 | False | None | None | False | None | False | 5614.3395 | 0 | | 3808897 | 144621 | None | code04 | 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) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ( CM SR 2023-24/Vol-1/P.No.15/2.1.3 ) | Cum | 6288.45 | 6288.45 | 5.41 | False | None | None | False | None | False | 34020.5145 | 0 | | 3808898 | 144621 | None | code05 | 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))(CM SR 2023-24/P.No.16/Vol-1/2.4.4) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7787.01 | 7787.01 | 38.338 | False | None | None | False | None | False | 298538.38938 | 0 | | 3808899 | 144621 | None | code06 | 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) (CM SR 2023-24/Vol-1/P.No.18/2.11(A)) Building | t | 93929.85 | 93929.85 | 3.52 | False | None | None | False | None | False | 330633.072 | 0 | | 3808900 | 144621 | None | code07 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CM SR 2023-24/Vol-2/P.No.45/8.28) | Sqm | 93.45 | 93.45 | 160.49 | False | None | None | False | None | False | 14997.7905 | 0 |
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