| 1707830195000 | 0 | None | None | Other Works | CONSTRUCTION OF SOAK PITS IN PANJIKALLU VILLAGE PANJIKALLU G.P BANTWAL TALUK | 599661.9 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2580257 | 79795 | None | Code01 | 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 | 208.32 | 208.32 | 207.2 | False | None | None | False | None | False | 43163.904 | 0 | | 2580258 | 79795 | None | Code02 | Earth work excavation for pipeline trenches in all kinds of 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 & bonding rods at every 100 mm whevere necessary as directed, removal of slumps 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 and all other appurtenances to complete in the following strata. Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m | Cum | 383.04 | 383.04 | 23.02 | False | None | None | False | None | False | 8817.5808 | 0 | | 2580259 | 79795 | None | Code03 | Providing and laying in position plain cement concrete for levellingcourse for all works in foundation.The granite/trap/basalt crushedgraded coarse aggregates and fine aggregates asperrelevantISCodesmachinemixed,laidinlayersnotexceeding150mmthickness,wellcompacted using plate vibrators, including all lead & lifts, cost ofall 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 & formworkshall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushedcoarseaggregates | Cum | 6220.48 | 6220.48 | 0.17 | False | None | None | False | None | False | 1057.4816 | 0 | | 2580260 | 79795 | None | Code04 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers,well compacted using needle vibrators, including all lead & lifts, cost of all materials,quality confirming to the requirements of relevant IS codes , labour,Usage charges of machinery,curing and all the other appurtenances required to complete the work as per technical specifications. (The costofsteelreinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7321.78 | 7321.78 | 4.45 | False | None | None | False | None | False | 32581.921 | 0 | | 2580261 | 79795 | None | Code05 | Providing ThermoMechanically Treated bars of grade Fe500D or more Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members wherever necessary complete as per Design including cost of material, labour, usaages complete as per specifications .(The laps and wastages shall not be measured separately) | Kg | 103.04 | 103.04 | 289.25 | False | None | None | False | None | False | 29804.32 | 0 | | 2580262 | 79795 | None | Code06 | Granular Aggregate - 40 mm downsize | Cum | 1250.0 | 1250.0 | 31.07 | False | None | None | False | None | False | 38837.5 | 0 | | 2580263 | 79795 | None | Code07 | Constructing brick masonry chamber of internal dimension 600x450mmand depth of 600mm (inner dimensions) with modular bricks of CD 75in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk forfixing CI cover & frame etc. excluding the cost of CI frame and cover. | Each | 4898.88 | 4898.88 | 10.0 | False | None | None | False | None | False | 48988.8 | 0 | | 2580264 | 79795 | None | Code08 | 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. 75mm dia 6KSC | m | 218.74 | 218.74 | 120.0 | False | None | None | False | None | False | 26248.8 | 0 | | 2580265 | 79795 | None | Code09 | 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 dia 6KSC | m | 352.06 | 352.06 | 120.0 | False | None | None | False | None | False | 42247.2 | 0 | | 2580266 | 79795 | None | Code10 | 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. 110mm dia 6KSC | m | 504.13 | 504.13 | 150.0 | False | None | None | False | None | False | 75619.5 | 0 | | 2580267 | 79795 | None | Code11 | 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. 140mm dia 6KSC | m | 764.53 | 764.53 | 330.0 | False | None | None | False | None | False | 252294.9 | 0 |
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