| 1707997897000 | 0 | None | None | Other Works | CONSTRUCTION OF COMMUNITY SOAK PIT IN ARALA VILLAGE ARALA G.P BANTWAL TALUK(RESERVED FOR ST) | 740898.19 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2606215 | 81409 | None | Code01 | Earth work in surface excavation for stripping seating of bund, Road way by manual means for lowering & levelling the ground for all worksother than foundation & depth in Ordinary rockand soft rock upto 300mm depth as per drawingand technical specifications, including setting out,barricading, caution lights, including dressing ofexcavated surfaces, disposing off or levelling theexcavated stuff or sorting & stacking the selectedstuff for reuse in a radius of 50 m and lift upto 1.5m including cost of labour, tools, usage& otherappurtenances required to complete the work | Cum | 208.32 | 208.32 | 167.52 | False | None | None | False | None | False | 34897.7664 | 0 | | 2606216 | 81409 | None | Code02 | Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600mm 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. | Cum | 383.04 | 383.04 | 18.61 | False | None | None | False | None | False | 7128.3744 | 0 | | 2606217 | 81409 | 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 | 0.39 | False | None | None | False | None | False | 2425.9872 | 0 | | 2606218 | 81409 | None | Code04 | Providing and laying in position Reinforced cement concrete for allFoundation works. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machinemixed with super plasticizers laid in finishedlayers,wellcompactedusingneedle vibrators, including all lead & lifts, cost of all materials,quality confirming to the requirements of relevant IS codes , labour,Usage charges ofmachinery,curing and al lthe other appurtenancesrequired 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 | 9984.24 | 9984.24 | 10.19 | False | None | None | False | None | False | 101739.4056 | 0 | | 2606219 | 81409 | 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 | 92.96 | 92.96 | 611.4 | False | None | None | False | None | False | 56835.744 | 0 | | 2606220 | 81409 | None | Code06 | Granular Aggregate - 40 mm downsize | Cum | 1250.0 | 1250.0 | 22.72 | False | None | None | False | None | False | 28400.0 | 0 | | 2606221 | 81409 | None | Code07 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification. I.S. 3620/1979 having compressive strength not less then 3.5 N/mm2 for saturated dry samples. For foundation in CM 1:6 (Cement 45kgs/M3) | Cum | 6265.28 | 6265.28 | 1.27 | False | None | None | False | None | False | 7956.9056 | 0 | | 2606222 | 81409 | None | Code08 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary 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 | 334.88 | 334.88 | 10.8 | False | None | None | False | None | False | 3616.704 | 0 | | 2606223 | 81409 | None | Code09 | 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 | 20.0 | False | None | None | False | None | False | 97977.6 | 0 | | 2606224 | 81409 | 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. 75mm dia 6KSC | m | 218.74 | 218.74 | 300.0 | False | None | None | False | None | False | 65622.0 | 0 | | 2606225 | 81409 | 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. 90mm dia 6KSC | m | 352.06 | 352.06 | 30.0 | False | None | None | False | None | False | 10561.8 | 0 | | 2606226 | 81409 | None | Code12 | 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 | 30.0 | False | None | None | False | None | False | 15123.9 | 0 | | 2606227 | 81409 | None | Code13 | 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 | 400.0 | False | None | None | False | None | False | 305812.0 | 0 | | 2606228 | 81409 | None | Code14 | Providing and fixing of Name board Displying information having rectangular shape of 0.75x0.45m size made out of 4mm thick ACP sheet on MS Square pipe of size 25mmx25mm, 16gauge frame with one Gi pipe post of dia 32mm and 1.65m long including inclained support to frame with 8mm square road including all fixtures and fixing the name board in 1:4:8 concrate block of size 0.30mx0.30m 0.45m including painting and printing the informetion.(boadr size 30"x18" including GST) | Each | 2800.0 | 2800.0 | 1.0 | False | None | None | False | None | False | 2800.0 | 0 |
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