tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1710579687000 | 0 | None | None | Other Works | Package Tender of 1) Clearing of mud pile near Dompada Bali Daivatshana and Kambal Maidan on Jappinamogar main road 2)Development of road and Construction of R.C.C drain near Ekkuru main road Adithya house 3)Construction of drain near Ekkuru main road Rangoli house at ward no.54 in MCC limits | 417391.8 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3126117 | 107361 | None | code01 | Hydraulic Excavator of 1.2 m3 bucket | Hour | 2124.0 | 2124.0 | 144.0 | False | None | None | False | None | False | 305856.0 | 0 | 3126118 | 107361 | None | code02 | Mazdoor Heavy for Cutting of Tree and Trimming Including Cutting of trunks, branches and removal of stumps Transportation of all waste materials labour charges complete as per Engineer in charge | Day | 486.22 | 486.22 | 90.0 | False | None | None | False | None | False | 43759.8 | 0 | 3126119 | 107361 | None | code03 | Tipper 5.50 cum | Hour | 1412.0 | 1412.0 | 48.0 | False | None | None | False | None | False | 67776.0 | 0 |
| 1710579687000 | 0 | None | None | Other Works | Package Tender of 1) Clearing of mud pile near Dompada Bali Daivatshana and Kambal Maidan on Jappinamogar main road 2)Development of road and Construction of R.C.C drain near Ekkuru main road Adithya house 3)Construction of drain near Ekkuru main road Rangoli house at ward no.54 in MCC limits | 420940.64 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3126120 | 107362 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of 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 | 271.04 | 271.04 | 51.5 | False | None | None | False | None | False | 13958.56 | 0 | 3126121 | 107362 | None | code02 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. | Cum | 5510.4 | 5510.4 | 6.0 | False | None | None | False | None | False | 33062.4 | 0 | 3126122 | 107362 | None | code03 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. | Cum | 7564.48 | 7564.48 | 9.0 | False | None | None | False | None | False | 68080.32 | 0 | 3126123 | 107362 | 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 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. for: PVC pipes 110mm dia., 6 kg/sqcm & class 3 | Mtr | 556.01 | 556.01 | 5.2 | False | None | None | False | None | False | 2891.252 | 0 | 3126124 | 107362 | 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 inlayers 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6343.68 | 6343.68 | 3.35 | False | None | None | False | None | False | 21251.328 | 0 | 3126125 | 107362 | None | code06 | upplying, fitting and placing TMT FE -550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification | Tonne | 88492.32 | 88492.32 | 1.39 | False | None | None | False | None | False | 123004.3248 | 0 | 3126126 | 107362 | None | code07 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9505.94 | 9505.94 | 15.08 | False | None | None | False | None | False | 143349.5752 | 0 | 3126127 | 107362 | None | code08 | 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 | 297.92 | 297.92 | 51.5 | False | None | None | False | None | False | 15342.88 | 0 |
| 1710579687000 | 0 | None | None | Other Works | Package Tender of 1) Clearing of mud pile near Dompada Bali Daivatshana and Kambal Maidan on Jappinamogar main road 2)Development of road and Construction of R.C.C drain near Ekkuru main road Adithya house 3)Construction of drain near Ekkuru main road Rangoli house at ward no.54 in MCC limits | 420201.34 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3126128 | 107363 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of 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 | 271.04 | 271.04 | 57.5 | False | None | None | False | None | False | 15584.8 | 0 | 3126129 | 107363 | None | code02 | 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 inlayers 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6343.68 | 6343.68 | 5.28 | False | None | None | False | None | False | 33494.6304 | 0 | 3126130 | 107363 | None | code03 | upplying, fitting and placing TMT FE -550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification | Tonne | 88492.32 | 88492.32 | 1.64 | False | None | None | False | None | False | 145127.4048 | 0 | 3126131 | 107363 | None | code04 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9505.94 | 9505.94 | 22.16 | False | None | None | False | None | False | 210651.6304 | 0 | 3126132 | 107363 | None | code05 | 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 | 297.92 | 297.92 | 51.5 | False | None | None | False | None | False | 15342.88 | 0 |
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