tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1722848557000 | 0 | None | None | Roads | B) Construction of paver road and pipeline construction work to old masid road in ward no.05- TMC DEVANAHALLI LIMITS | 507631.4 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3691300 | 135606 | 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. | Cum | 97.85 | 97.85 | 43.199 | False | None | None | False | None | False | 4227.02215 | 0 | 3691301 | 135606 | None | code02 | 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 sight rails & bonding rods at every 100 mm wherever 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.All kinds of soils. Depth upto 1.50 m | Cum | 269.86 | 269.86 | 74.25 | False | None | None | False | None | False | 20037.105 | 0 | 3691302 | 135606 | None | code03 | 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. | Cum | 2635.77 | 2635.77 | 29.6999 | False | None | None | False | None | False | 78282.105423 | 0 | 3691303 | 135606 | None | code04 | 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 | 1195.83 | 1195.83 | 144.0 | False | None | None | False | None | False | 172199.52 | 0 | 3691304 | 135606 | None | code05 | Providing 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 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 labour with all lead & 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) etc.PVC pipes 63mm dia., 6 kg/sqcm & class 3 | Rmtr | 165.83 | 165.83 | 220.0 | False | None | None | False | None | False | 36482.6 | 0 | 3691305 | 135606 | None | code06 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.63 mm dia PVC Tee | Each | 79.31 | 79.31 | 22.0 | False | None | None | False | None | False | 1744.82 | 0 | 3691306 | 135606 | None | code07 | Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.63 mm dia PVC Elbows | Each | 104.03 | 104.03 | 22.0 | False | None | None | False | None | False | 2288.66 | 0 | 3691307 | 135606 | None | code08 | Supplying of special moulded variety PVC couplers as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. complete.63 mm dia PVC couplers. | Each | 44.29 | 44.29 | 36.6666 | False | None | None | False | None | False | 1623.963714 | 0 | 3691308 | 135606 | None | code09 | Supply and delivery at site special moulded variety PVC service saddles as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.63 mm dia PVC SERVICE SADDLES | Each | 140.08 | 140.08 | 22.0 | False | None | None | False | None | False | 3081.76 | 0 | 3691309 | 135606 | None | code10 | 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 | 164.8 | 164.8 | 74.25 | False | None | None | False | None | False | 12236.4 | 0 | 3691310 | 135606 | None | code11 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 6475.61 | 6475.61 | 12.9 | False | None | None | False | None | False | 83535.369 | 0 | 3691311 | 135606 | None | code12 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | Each | 1156.69 | 1156.69 | 79.444 | False | None | None | False | None | False | 91892.08036 | 0 |
| 1722848557000 | 0 | None | None | Roads | A) Sewerage construction work on the right side of the road from lake street kalyani to fort in ward no.03 | 508307.16 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3691312 | 135607 | None | code01 | Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.In cement mortar | Cum | 1031.03 | 1031.03 | 30.78 | False | None | None | False | None | False | 31735.1034 | 0 | 3691313 | 135607 | None | code02 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. | Cum | 1712.89 | 1712.89 | 14.1075 | False | None | None | False | None | False | 24164.595675 | 0 | 3691314 | 135607 | None | code03 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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 . | Cum | 249.26 | 249.26 | 100.035 | False | None | None | False | None | False | 24934.7241 | 0 | 3691315 | 135607 | None | code04 | 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. | Cum | 6168.67 | 6168.67 | 14.1075 | False | None | None | False | None | False | 87024.512025 | 0 | 3691316 | 135607 | None | code05 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 6669.87 | 6669.87 | 11.5425 | False | None | None | False | None | False | 76986.974475 | 0 | 3691317 | 135607 | 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 lin ing, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-Charge. | Sqm | 262.65 | 262.65 | 68.399 | False | None | None | False | None | False | 17964.99735 | 0 | 3691318 | 135607 | None | code07 | 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. | Cum | 273.98 | 273.98 | 13.68 | False | None | None | False | None | False | 3748.0464 | 0 | 3691319 | 135607 | None | code08 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | Each | 1156.69 | 1156.69 | 209.0 | False | None | None | False | None | False | 241748.21 | 0 |
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