| 1723105411000 | 0 | None | None | Buildings | Construction of Anganavadi building in Takkalupalaya village in Handnakere GP In CN Halli taluk | 693090.23 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3723151 | 138022 | 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. In all kinds of soils Depth upto 1.5 m (P.no 5 I.no 1.4.1)Vo 1) | Cum | 219.48 | 219.48 | 36.21 | False | None | None | False | None | False | 7947.3708 | 0 | | 3723152 | 138022 | None | code02 | 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 | 6553.72 | 6553.72 | 9.2 | False | None | None | False | None | False | 60294.224 | 0 | | 3723153 | 138022 | None | code03 | 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 : Providing Coursed rubble masonry (second sort) with hard stone in
foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (P.no 9 I.no 5.3)Vol2) | Cum | 6133.64 | 6133.64 | 21.48 | False | None | None | False | None | False | 131750.5872 | 0 | | 3723154 | 138022 | None | code04 | 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 : 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 5.4)Vol 2) | Cum | 6315.36 | 6315.36 | 8.21 | False | None | None | False | None | False | 51849.1056 | 0 | | 3723155 | 138022 | None | code05 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (P.no 7 I.no 1.9)Vol 1) | Cum | 240.72 | 240.72 | 18.62 | False | None | None | False | None | False | 4482.2064 | 0 | | 3723156 | 138022 | None | code06 | 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 | 234.82 | 234.82 | 13.84 | False | None | None | False | None | False | 3249.9088 | 0 | | 3723157 | 138022 | None | code07 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work (p.no 16 I.no 6.8)Vol 2) | Cum | 7894.2 | 7894.2 | 25.14 | False | None | None | False | None | False | 198460.188 | 0 | | 3723158 | 138022 | None | code08 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:3 (1 cement :3 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. (P.no 14 I.no 6.14)Vol2) | Sqm | 1054.92 | 1054.92 | 11.7 | False | None | None | False | None | False | 12342.564 | 0 | | 3723159 | 138022 | None | code09 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all otherappurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mmnominal size graded crushed coarse aggregates (P.no 17 I.no 2.5.1)Vol 1) | Cum | 7294.76 | 7294.76 | 14.07 | False | None | None | False | None | False | 102637.2732 | 0 | | 3723160 | 138022 | 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) (P.no 84 I.no 11.32)Vol 2) | Kgs | 113.28 | 113.28 | 1060.0 | False | None | None | False | None | False | 120076.8 | 0 |
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