| 1719402152000 | 1 | None | None | Other Works | Construction of CC Road and laying of pipe line on both side of road at warno 7 sheiak hussian house and construction of RCC Deck at depo chalapathi house in prabakar layout in chintamani town | 349106.53 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3366810 | 118446 | None | itemno1 | 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 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. V1 Page no 5 Item No 1.4 | Cum | 249.26 | 249.26 | 5.39 | False | None | None | False | None | False | 1343.5114 | 0 | | 3366811 | 118446 | None | itemno2 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates V1 Page no 15 Item No 2.1.3 | Cum | 6168.67 | 6168.67 | 0.9 | False | None | None | False | None | False | 5551.803 | 0 | | 3366812 | 118446 | None | itemno3 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. KBS 4.6.3 V3 Page no 71 Item No 9.3 | Tonne | 82705.91 | 82705.91 | 0.245 | False | None | None | False | None | False | 20262.94795 | 0 | | 3366813 | 118446 | None | itemno4 | 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates V1 Page no 17 Item No 2.4.2 | Cum | 6512.69 | 6512.69 | 2.07 | False | None | None | False | None | False | 13481.2683 | 0 | | 3366814 | 118446 | None | itemno5 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) V2 Page no 9 Item No 5.4 | Cum | 6512.69 | 6512.69 | 3.24 | False | None | None | False | None | False | 21101.1156 | 0 | | 3366815 | 118446 | None | itemno6 | 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. V 1 Page no 8 Item No 1.12 | Cum | 97.85 | 97.85 | 25.0 | False | None | None | False | None | False | 2446.25 | 0 | | 3366816 | 118446 | None | itemno7 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. V3 Page No.49. Item No.6.1 | Cum | 5067.6 | 5067.6 | 12.5 | False | None | None | False | None | False | 63345.0 | 0 | | 3366817 | 118446 | None | itemno8 | 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, 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. V3 Page No.149. Item No.16.28 | Cum | 6956.62 | 6956.62 | 18.75 | False | None | None | False | None | False | 130436.625 | 0 | | 3366818 | 118446 | None | itemno9 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m V1 Page No 6 Item No 1.6.1 | Cum | 498.52 | 498.52 | 70.875 | False | None | None | False | None | False | 35332.605 | 0 | | 3366819 | 118446 | None | itemno10 | 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. 90mm(weight of pipe -1.313 kg) V5 Page No 120 Item No.10.14.10 | Mtr | 265.74 | 265.74 | 210.0 | False | None | None | False | None | False | 55805.4 | 0 |
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