| 1719831655000 | 0 | None | None | Roads | Construction of CC Road in front of Konappana agrahara TMC Office | 3652864.54 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3426471 | 121424 | None | 001 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical eans using Hydraulic excavator with in all lifts and lead Common schedule Rate 20223-24 valume-V ---- As per attached bid document | Sqm | 6.18 | 6.18 | 1900.0 | False | None | None | False | None | False | 11742.0 | 0 | | 3426472 | 121424 | None | 002 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical Specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using removal of stumps 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 etc., and all other appurtenances complete in the following strata. ---- As per attached bid document | Cum | 269.86 | 269.86 | 228.0 | False | None | None | False | None | False | 61528.08 | 0 | | 3426473 | 121424 | None | 003 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes
wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete for:Pipes of SN 4, 75mm dia ---- As per attached bid document | Mtr | 217.0 | 217.0 | 380.0 | False | None | None | False | None | False | 82460.0 | 0 | | 3426474 | 121424 | None | 004 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes
wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete for:ipes of SN4, 110mm dia ---- As per attached bid document | Mtr | 288.0 | 288.0 | 380.0 | False | None | None | False | None | False | 109440.0 | 0 | | 3426475 | 121424 | None | 004 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cm 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 ---- As per attached bid document | Cum | 164.8 | 164.8 | 269.86 | False | None | None | False | None | False | 44472.928 | 0 | | 3426476 | 121424 | None | 005 | 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 ncluding 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. ---- As per attached bid document | Cum | 97.85 | 97.85 | 760.0 | False | None | None | False | None | False | 74366.0 | 0 | | 3426477 | 121424 | None | 006 | Loosening, leveling and Compacting original ground supportingembankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC and thencompacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Sl. No.3.7, 406 P.No. 16/CSR 2023-24 VOL-3 ---- As per attached bid document | Cum | 108.15 | 108.15 | 285.0 | False | None | None | False | None | False | 30822.75 | 0 | | 3426478 | 121424 | None | 008 | Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ---- As per attached bid document | Cum | 488.2 | 488.2 | 380.0 | False | None | None | False | None | False | 185516.0 | 0 | | 3426479 | 121424 | None | 009 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of 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. ---- As per attached bid document | Cum | 2635.77 | 2635.77 | 216.6 | False | None | None | False | None | False | 570907.782 | 0 | | 3426480 | 121424 | None | 009 | 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. ( For interlock paver) ---- As per attached bid document | Cum | 6565.0 | 6565.0 | 68.4 | False | None | None | False | None | False | 449046.0 | 0 | | 3426481 | 121424 | None | 001 | Providing and laying 100mm thick factory made precast M -40 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions more than 10MSA upto 20MSA for Industrial Streets, Bus & Truck parking of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of
Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) ---- As per attached bid document | Sqm | 1339.0 | 1339.0 | 456.0 | False | None | None | False | None | False | 610584.0 | 0 | | 3426482 | 121424 | None | 001 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- As per attached bid document | Cum | 6565.0 | 6565.0 | 216.6 | False | None | None | False | None | False | 1421979.0 | 0 |
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