| 1708147115000 | 0 | None | None | Other Works | CONSTRUCTION OF 2 COMMUNITY SOAK PITS IN NERIYA VILLAGE AT NERIYA G.P BELTHANGADY TALUK | 2246991.15 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2667633 | 83086 | None | Code01 | Earth work excavation for pipelines/cables by Manual means upto 600mm 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. | Cum | 526.4 | 526.4 | 157.5 | False | None | None | False | None | False | 82908.0 | 0 | | 2667634 | 83086 | None | Code02 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata Depth exceeding 1.5 m, but not exceeding 3 m | Cum | 208.32 | 208.32 | 308.4 | False | None | None | False | None | False | 64245.888 | 0 | | 2667635 | 83086 | None | Code03 | 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 ,Depth exceeding 1.5m, but not exceeding 3 m | Cum | 222.88 | 222.88 | 192.32 | False | None | None | False | None | False | 42864.2816 | 0 | | 2667636 | 83086 | None | Code04 | Granular Aggregates (100mm downsize) | Cum | 1344.0 | 1344.0 | 75.55 | False | None | None | False | None | False | 101539.2 | 0 | | 2667637 | 83086 | None | Code05 | Granular Aggregates (40mm downsize) | Cum | 1400.0 | 1400.0 | 94.56 | False | None | None | False | None | False | 132384.0 | 0 | | 2667638 | 83086 | None | Code06 | Granular Aggregates (20mm downsize) | Cum | 1512.0 | 1512.0 | 181.08 | False | None | None | False | None | False | 273792.96 | 0 | | 2667639 | 83086 | None | Code07 | 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 pecifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6101.76 | 6101.76 | 9.8 | False | None | None | False | None | False | 59797.248 | 0 | | 2667640 | 83086 | None | Code08 | Providing and Removing centering,shuttering,strutting,propping etc.,and removal of form work for vertical surface such as walls at any thickness,including attached pilasters,buttresses,plinth cills and string courses cost of all materials,labour complete as per specifications | Sqm | 397.1 | 397.1 | 698.52 | False | None | None | False | None | False | 277382.292 | 0 | | 2667641 | 83086 | None | Code09 | 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 | Cum | 6511.68 | 6511.68 | 46.78 | False | None | None | False | None | False | 304616.3904 | 0 | | 2667642 | 83086 | None | Code10 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | Kg | 100.8 | 100.8 | 2992.84 | False | None | None | False | None | False | 301678.272 | 0 | | 2667643 | 83086 | None | Code11 | Providing and Constructing laterite size stone masonary including cost and conveyance of all materials curing etc complete as per specification.I.S 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Basement 1:6 | Cum | 6304.48 | 6304.48 | 28.11 | False | None | None | False | None | False | 177218.9328 | 0 | | 2667644 | 83086 | None | Code12 | Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. | No | 5574.24 | 5574.24 | 14.0 | False | None | None | False | None | False | 78039.36 | 0 | | 2667645 | 83086 | None | Code13 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. | No | 2364.32 | 2364.32 | 14.0 | False | None | None | False | None | False | 33100.48 | 0 | | 2667646 | 83086 | None | Code14 | 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 (Common schedule of Rates WS & UGD | Mtr | 311.43 | 311.43 | 700.0 | False | None | None | False | None | False | 218001.0 | 0 | | 2667647 | 83086 | None | Code15 | Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 323.68 | 323.68 | 244.32 | False | None | None | False | None | False | 79081.4976 | 0 | | 2667648 | 83086 | None | Code16 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/10 m² with paint of approved quality 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. | Sqm | 162.16 | 162.16 | 125.44 | False | None | None | False | None | False | 20341.3504 | 0 |
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