| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1724748259000 | 0 | None | None | Other Works | Construction of sanitary landfill with leachate tank in swm site Rattihalli TP | 2939548.97 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3863937 | 147965 | None | 001 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required to complete the work.(Page No.04. Iitem no.1.1 of Vol-1-CSR-KPWD 2023-2024) | Cum | 93.73 | 93.73 | 1429.28 | False | None | None | False | None | False | 133966.4144 | 0 | | 3863938 | 147965 | None | 002 | 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 - In ordinary/soft rock without blasting upto 1.5 m depth (Page No.08. Iitem no.1.15.1 of Vol-1- -KPWD 2023-2024) | Cum | 373.89 | 373.89 | 75.23 | False | None | None | False | None | False | 28127.7447 | 0 | | 3863939 | 147965 | None | 003 | Drainage media Supplying and laying of high permeability drainage layer consisting of 40 mm graded gravel as directed to proper levels, grades and Slopes at the base of the landfill including dressing and leveling complete as per drawing ( SL 7. Vol-1 KPWD 2021-22) | Cum | 1287.5 | 1287.5 | 251.17 | False | None | None | False | None | False | 323381.375 | 0 | | 3863940 | 147965 | None | 004 | 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(Page No.117. Iitem no.12.4 of Vol-3-CSR-KPWD 2023-2024) | Cum | 2757.31 | 2757.31 | 251.17 | False | None | None | False | None | False | 692553.5527 | 0 | | 3863941 | 147965 | None | 005 | Header Pipe Supplying and laying of 200mm 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.(Base & 10m spacing of length 40m & I pipe of length 40m connecting collection pipies to lechate drain pipie) | m | 1416.25 | 1416.25 | 250.0 | False | None | None | False | None | False | 354062.5 | 0 | | 3863942 | 147965 | None | 006 | Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of
water without creating any uplift head on the pitching.(Page No.129. Iitem no.14.6 of Vol-3-CSR-KPWD 2023-2024) | Sqm | 115.36 | 115.36 | 1834.44 | False | None | None | False | None | False | 211620.9984 | 0 | | 3863943 | 147965 | None | 007 | Providing and laying water proofing treatment to the Rafts Below grade slab, Lift pits water retaining structures with fully bonded High Density Polyethlene Membrane (HDPE) of 1.2mm composite thickness and having tensile strength of 25 MPa (as per ASTM D 412) elongation of 500pr (as per ASTM D 412 puncture resistance of 1000N (as per ASTM E 154), peel adhesion to concrete 1200Nm (as per ASTM D 903 hydrostatic head resistance 70m as per ASTM D 5385 The system should be fully bonded to the RCC thereby conforming to IS 16471 2017 requirements of UG waterproofing structures. The membrane should be minimum 2.4m wide to reduce the number of joints with minimum 75mm factory made selvedges and comprising of an HDPE layer and a pressure sensitive adhesive layer which is covered by a weather proof protective and trafficable granular layer to protect self-adhesive polymer layer, etc, including surface preparation completely as per specification & with a 10years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge(Page No.132. Iitem no.15.5 of Vol-2-CSR-KPWD 2023-2024 | Sqm | 623.15 | 623.15 | 1834.44 | False | None | None | False | None | False | 1143131.286 | 0 | | 3863944 | 147965 | None | 008 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction.(Page No.07. Iitem no.1.7 of Vol-1-CSR-KPWD 2023-2024) | Cum | 122.57 | 122.57 | 430.0 | False | None | None | False | None | False | 52705.1 | 0 |
| | 1724748259000 | 0 | None | None | Other Works | Construction of sanitary landfill with leachate tank in swm site Rattihalli TP | 241250.01 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3863945 | 147966 | None | 001 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required to complete the work.(Page No.04. Iitem no.1.1 of Vol-1-CSR-KPWD 2023-2024) | Cum | 93.73 | 93.73 | 9.0 | False | None | None | False | None | False | 843.57 | 0 | | 3863946 | 147966 | None | 002 | 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 - In all kinds of soils Depth upto 3 m(Page No.08. Iitem no.1.14.1 of Vol-1- -KPWD 2023-2024) | Cum | 105.06 | 105.06 | 30.0 | False | None | None | False | None | False | 3151.8 | 0 | | 3863947 | 147966 | None | 003 | 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 - In ordinary/soft rock without blasting upto 1.5 m depth (Page No.08. Iitem no.1.15.1 of Vol-1- -KPWD 2023-2024) | Cum | 373.89 | 373.89 | 30.0 | False | None | None | False | None | False | 11216.7 | 0 | | 3863948 | 147966 | None | 004 | 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(Page No.15. Iitem no.2.1.3 of Vol-1- -KPWD 2023-2024) | Cum | 6168.67 | 6168.67 | 3.0 | False | None | None | False | None | False | 18506.01 | 0 | | 3863949 | 147966 | None | 005 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Page No.16. Iitem no.2.5.2 of Vol-1- -KPWD 2023-2024) | Cum | 11277.26 | 11277.26 | 6.6 | False | None | None | False | None | False | 74429.916 | 0 | | 3863950 | 147966 | None | 006 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Page No.16. Iitem no.2.5.2 of Vol-1- -KPWD 2023-2024) | Cum | 10572.44 | 10572.44 | 2.83 | False | None | None | False | None | False | 29920.0052 | 0 | | 3863951 | 147966 | None | 007 | 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-Buildings-(PWD SR 2023-24 Vol:1 P.NO.18 I.No.2.11A) | Tonne | 92140.71 | 92140.71 | 0.693 | False | None | None | False | None | False | 63853.51203 | 0 | | 3863952 | 147966 | None | 008 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off orners wherever required smooth rendering, providing and removing caffolding, including cost of materials, labour, curing complete as per pecifications and as per directions of Engineer-in-charge(In side Plastering)(Page No.41. Iitem no.8.4.1 of Vol-2- -KPWD 2023-2024) | Sqm | 332.69 | 332.69 | 22.0 | False | None | None | False | None | False | 7319.18 | 0 | | 3863953 | 147966 | None | 009 | Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge.(P.No.59, I.No. 9.2) Vol 2 | Sqm | 824.0 | 824.0 | 24.75 | False | None | None | False | None | False | 20394.0 | 0 | | 3863954 | 147966 | None | 010 | Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge SOR CODE V010C(Item No. 18.3, PG No. 221) Vol 5 | No | 2020.86 | 2020.86 | 1.0 | False | None | None | False | None | False | 2020.86 | 0 | | 3863955 | 147966 | None | 011 | Loading and Unloading of Stone Boulder/Stone aggregates/Sand/Kankar/Moorum. (Tipper 5.5 m3)(Page No.5. Iitem no.1.1 of Vol-3- -KPWD 2023-2024) | Cum | 139.05 | 139.05 | 69.0 | False | None | None | False | None | False | 9594.45 | 0 |
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