| 1712994228000 | 0 | None | None | Other Works | construction of retaining wall near sai baba mandir in Kodankoor ward | 649369.57 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3132613 | 107645 | None | code01 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge in cement mortar 19.9.2 (page no. 163 2021-22) | Cum | 1444.8 | 1444.8 | 32.4 | False | None | None | False | None | False | 46811.52 | 0 | | 3132614 | 107645 | None | code02 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (Depth upto 3.00m)(Pg 8, Item No. 1.14 Vol I PWDSR 2021-22) | Cum | 81.76 | 81.76 | 45.0 | False | None | None | False | None | False | 3679.2 | 0 | | 3132615 | 107645 | None | code03 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work.In ordinary/soft rock without blasting upto 1.5 m depth Sl. No.1.5.1 P.No. 6/CSR 2021-2022 Vol-1 | Cum | 256.48 | 256.48 | 45.0 | False | None | None | False | None | False | 11541.6 | 0 | | 3132616 | 107645 | None | code04 | Providing and Filling in foundation with granite / trap broken metal 100mm. anddown size & with approved sand including hand packing, ramming, watering,including cost of all materials and labor with all lead and lift complete as perspecifications. | Cum | 1784.16 | 1784.16 | 10.4 | False | None | None | False | None | False | 18555.264 | 0 | | 3132617 | 107645 | None | code05 | 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) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates)(Pg 15, Item No. 2.1.3 Vol I PWDSR 2021-22) (Revised rate w.e.f from 04-01-2023) | Cum | 6220.48 | 6220.48 | 5.0 | False | None | None | False | None | False | 31102.4 | 0 | | 3132618 | 107645 | None | code06 | 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 | 103.04 | 103.04 | 1141.6 | False | None | None | False | None | False | 117630.464 | 0 | | 3132619 | 107645 | None | code07 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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)( Page no 16, item no2.3.1 , UNI SR 2021-22) (Revised rate w.e.f from 04-01-2023) | Cum | 7352.58 | 7352.58 | 51.6 | False | None | None | False | None | False | 379393.128 | 0 | | 3132620 | 107645 | None | code08 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Sl. No.1.10 P.No. 7/CSR 2021-22 vol-1 | Cum | 136.64 | 136.64 | 18.0 | False | None | None | False | None | False | 2459.52 | 0 | | 3132621 | 107645 | None | code09 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with alllifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.If the height of embankment construction is more than if rollers are not used and tamping is done manually for works under foul & sullage situation PWD SR 2021-22 Vol:1 P.NO.6.No:1.8 vol-1. | Cum | 450.24 | 450.24 | 72.0 | False | None | None | False | None | False | 32417.28 | 0 | | 3132622 | 107645 | None | code10 | providing weep holes in brick masonry/plain/reinforced concrete abutment wing wall/return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of IV 20 H towards drawing foce comple as per drawing and technical specifications | Mtr | 192.64 | 192.64 | 30.0 | False | None | None | False | None | False | 5779.2 | 0 |
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