1718969238000 | 1 | None | None | Roads | Construction of concrete katte acharya cross road in Kunjibettu ward | 232347.12 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3329767 | 116676 | None | code01 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work.In all kinds of soils upto 300 mm depth PWD SR 2023-24 Vol:1 P.NO.36 I.No:1.12 | Cum | 106.4 | 106.4 | 26.6 | False | None | None | False | None | False | 2830.24 | 0 | 3329768 | 116676 | None | code02 | 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 neatlydressed disposing off or leveling the excavated stuff or sorting & stacking theselected 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 2023-2024 Vol-1 | Cum | 334.88 | 334.88 | 20.25 | False | None | None | False | None | False | 6781.32 | 0 | 3329769 | 116676 | None | code03 | Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixingthe Material with water at OMC in mechanical mix plant carriageof mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density Sl. No.4.17, 406 P.No. 31/CSR 2023-24 VOL-3 | Cum | 2866.08 | 2866.08 | 19.95 | False | None | None | False | None | False | 57178.296 | 0 | 3329770 | 116676 | None | code04 | Construction of un-reinforced plain cement concrete pavementusing and as per approved mix design procedureand thickness as per design, over a prepared sub base. Thesuperplastisiser confirming to IS 9103-1999 Reaffirmed-2008,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading
the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) Sl. No.6.6 P.No. 51/CSR 2023-24 VOL-3 | Cum | 7586.88 | 7586.88 | 19.95 | False | None | None | False | None | False | 151358.256 | 0 | 3329771 | 116676 | None | code05 | 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 (Pg 7, Item No. 1.10 Vol I PWDSR 2023-24) | Cum | 179.2 | 179.2 | 6.84 | False | None | None | False | None | False | 1225.728 | 0 | 3329772 | 116676 | None | code06 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to theappropriate disposal area as per direction of Engineer-in-charge. | Cum | 539.84 | 539.84 | 0.29 | False | None | None | False | None | False | 156.5536 | 0 | 3329773 | 116676 | None | code07 | Providing Brick work 7 cm thick with common burnt clay Non Modular
brick of class designation 3.5 in cement mortar 1:3 (1 cement : 3 coarse
sand) in superstructure above plinth level including cost of all materials,labour, scaffolding and usage charges of machinery & other incidentalcharges complete as per the direction of engineer incharge of work. | Sqm | 869.12 | 869.12 | 2.45 | False | None | None | False | None | False | 2129.344 | 0 | 3329774 | 116676 | None | code08 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (Pg 15, Item No. 2.1.3 Vol I PWDSR 2023-24) | Cum | 6707.68 | 6707.68 | 0.29 | False | None | None | False | None | False | 1945.2272 | 0 | 3329775 | 116676 | None | code09 | Providing and fixing SFRC frame and cover conforming to IS 12592
(part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment,
including cutting slabs to the required size for the opening and fixing
the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposedfaces, curing for 10 days with all lead and lift with appurtenances.complete VOL-V T380 HEAVY DUTY | No | 2871.68 | 2871.68 | 2.0 | False | None | None | False | None | False | 5743.36 | 0 | 3329776 | 116676 | None | code10 | Providing 12 mm cement plaster finished with a floating coat of neatcement of mix :1:4 (1 cement: 4 fine sand) to brick masonry includingrounding off corners wherever required smooth rendering, providing andremoving scaffolding, including cost of materials, labour, curing completeas per specifications and as per directions of Engineer-in-charge. | Sqm | 306.0 | 306.0 | 9.8 | False | None | None | False | None | False | 2998.8 | 0 |
|