| 1722595657000 | 0 | None | None | Other Works | Construction of Compound wall Horticulture form Near Godekere Gate in J.C.Pura GP in CN Halli taluk | 549511.33 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3676025 | 134529 | None | code001 | 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. In all kinds of soils Depth upto 1.5 m (P.no 5 I.no 1.4.1)Vo 1) | Cum | 285.56 | 285.56 | 21.15 | False | None | None | False | None | False | 6039.594 | 0 | | 3676026 | 134529 | None | code002 | 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 compactedusing 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 (P.no 15 I.no 2.1.3)Vo 1) | Cum | 7067.02 | 7067.02 | 3.53 | False | None | None | False | None | False | 24946.5806 | 0 | | 3676027 | 134529 | None | code003 | Providing Random rubble masonry with hard stone in foundation
and plinth including levelling up with cement concrete 1:6:12 (1 cement
: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto
plinth level with :ement mortar 1:6 (1 cement : 6 coarse sand) (P.no 9 I.no 5.1.1)Vol 2) | Sqm | 6620.98 | 6620.98 | 15.86 | False | None | None | False | None | False | 105008.7428 | 0 | | 3676028 | 134529 | None | code004 | Providing Size Stone masonry with hard stone in foundation & plinth
with Cement mortar 1:6 (1 cement : 6 coarse sand) (P.no 9 I.no 5.40)Vol 2) | Sqm | 7539.02 | 7539.02 | 14.28 | False | None | None | False | None | False | 107657.2056 | 0 | | 3676029 | 134529 | None | code005 | 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) (P.no 15 I.no 2.1.4)Vol 1) | Cum | 7336.06 | 7336.06 | 3.17 | False | None | None | False | None | False | 23255.3102 | 0 | | 3676030 | 134529 | None | code006 | 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) (P.no 84 I.no 11.32)Vol 2) | MT | 105559.26 | 105559.26 | 0.19 | False | None | None | False | None | False | 20056.2594 | 0 | | 3676031 | 134529 | None | code007 | Providing and constructing load bearing wall with Solid Concrete blocks
of size 400x200x200mm having block density more than 1800kg/m3
and minimum compressive strength of 4.00 N/mm2 conforming to IS
2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005
including cost of all materials, labour, scaffolding and curing, usage
charges of machinery etc complete as per specifications(P.no 17 I.no 6.32)Vol 2) | Sqm | 1545.8 | 1545.8 | 141.0 | False | None | None | False | None | False | 217957.8 | 0 | | 3676032 | 134529 | None | code008 | Finishing walls with water proofing cement paint of required shade :New
work (Two coats applied @ 4.84 kg/10 m²) 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.(P.no 45 I.no 8.28)Vol 2 | Sqm | 105.02 | 105.02 | 282.0 | False | None | None | False | None | False | 29615.64 | 0 | | 3676033 | 134529 | None | code009 | Providing Flush/ Ruled pointing: Pointing on stone work with cement
mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely
lining, including cost of materials, labour, curing as per specifications
and as per directions of Engineer-in-charge. (P.no 44 I.no 8.19.1)Vol 2 | Sqm | 236.0 | 236.0 | 63.45 | False | None | None | False | None | False | 14974.2 | 0 |
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