1707300711000 | 0 | None | None | Water supply/sewage lines | Construction of Drainage near ESI road Sunder Apartment at ward no.38 in MCC limits | 420521.02 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2495803 | 75605 | None | code01 | Earth work in surface by manual means for lowering and levelling the ground by chiselling and wedging in hard rock for all works other than foundation and depth not exceeding 100mm as per drawing and technical specification ,including setting out barricading ,caution lights ,dressing of excavated surfaces ,disposing off the excavated spails /stuff and stacking the selected spall/stuff for reuse in a radius of 50m and lift upto 1.5m including cost of labour ,tools,usage and other appurtenances required to complete the work | Cum | 198.24 | 198.24 | 19.69 | False | None | None | False | None | False | 3903.3456 | 0 | 2495804 | 75605 | None | code02 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, 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. | Cum | 217.28 | 217.28 | 36.43 | False | None | None | False | None | False | 7915.5104 | 0 | 2495805 | 75605 | None | code03 | Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps 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 and all other appurtenances to complete in the following strata. | Cum | 383.04 | 383.04 | 36.43 | False | None | None | False | None | False | 13954.1472 | 0 | 2495806 | 75605 | None | code04 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all lead and lift including encasing the pipe 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)200-6Kg/Cm2.(Class3) | Mtr | 1248.8 | 1248.8 | 120.0 | False | None | None | False | None | False | 149856.0 | 0 | 2495807 | 75605 | None | code05 | Providing and constructing laterite size stone masonry including cost and conveyance of materials curing etc complete as per specification. I.S. 3620/1979 having compressive strength not less then 3.5 N/mm2 for saturated dry samples. For foundation in CM 1:6 (Cement = 45Kgs/M3) | Cum | 7138.88 | 7138.88 | 1.63 | False | None | None | False | None | False | 11636.3744 | 0 | 2495808 | 75605 | None | code06 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6343.68 | 6343.68 | 24.14 | False | None | None | False | None | False | 153136.4352 | 0 | 2495809 | 75605 | None | code07 | 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 | Cum | 179.2 | 179.2 | 48.0 | False | None | None | False | None | False | 8601.6 | 0 | 2495810 | 75605 | None | code08 | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets 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 | Sqm | 1300.32 | 1300.32 | 55.0 | False | None | None | False | None | False | 71517.6 | 0 |
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