tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1709711481000 | 0 | None | None | Buildings | CONSTRUCTION OF COMPOUND WALL FOR DIMHANS HOSTEL CAMPUS AT DHARWAD | 625053.63 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2936033 | 96954 | None | item 1.14.1 21-22 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 appurtenaces required to complete the work In all kinds of soils Depth upto 3 m | Cum | 90.45 | 90.45 | 91.0 | False | None | None | False | None | False | 8230.95 | 0 | 2936034 | 96954 | None | Item 2.1.3 21-22 | Providing and laying in position plain cement concrete of mix M7.5 with OPC cement @ 180kgs with 40mm and down size graded granite metal coarse aggregates @ 0.85cum and the aggregtes @ 0.57cum machine mixed, machine mixed concrete laid in layers not exceeding 15cms thick well compacted in foundation and plinth including cost of all materials, labour, HOM of machinery, curing complete as per specifications. | Cum | 6881.41 | 6881.41 | 7.0 | False | None | None | False | None | False | 48169.87 | 0 | 2936035 | 96954 | None | Item 2.2.2.1 21-22 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/ trap/basalt crushed graded coarseaggregates 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 for Footing | Cum | 8000.62 | 8000.62 | 18.0 | False | None | None | False | None | False | 144011.16 | 0 | 2936036 | 96954 | None | Item 11.32 21-22 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | Kgs | 102.84 | 102.84 | 955.0 | False | None | None | False | None | False | 98212.2 | 0 | 2936037 | 96954 | None | Item 6.32 21-22 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. | Sqm | 1481.84 | 1481.84 | 104.244 | False | None | None | False | None | False | 154472.92896 | 0 | 2936038 | 96954 | None | Item 8.8 21-22 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. . | Sqm | 380.37 | 380.37 | 295.0 | False | None | None | False | None | False | 112209.15 | 0 | 2936039 | 96954 | None | Item 1.9 21-22 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations and other similar works etc. in layers not exceeding 0cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 252.75 | 252.75 | 45.5 | False | None | None | False | None | False | 11500.125 | 0 | 2936040 | 96954 | None | item 8.31 21-22 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 163.55 | 163.55 | 295.0 | False | None | None | False | None | False | 48247.25 | 0 |
| 1709711481000 | 0 | None | None | Buildings | CONSTRUCTION OF SUMP TANK FOR DIMHANS HOSTEL CAMPUS AT DHARWAD | 555307.05 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2936041 | 96955 | None | Item 1.14.1 21to22 | Earth work excavation for Foundation by mechanical means for all works and depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting and 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 and other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m | Cum | 90.45 | 90.45 | 102.0 | False | None | None | False | None | False | 9225.9 | 0 | 2936042 | 96955 | None | Item 2.1.3 21to22 | Providing and laying in position plain cement concrete of mix M7.5 with OPC cement AT 180kgs with 40mm and down size graded granite metal coarse aggregates AT 0.85cum and the aggregtes AT 0.57cum machine mixed, machine mixed concrete laid in layers not exceeding 15cms thick well compacted in foundation and plinth including cost of all materials, labour, HOM of machinery, curing complete as per specifications. | Cum | 6881.41 | 6881.41 | 5.5 | False | None | None | False | None | False | 37847.755 | 0 | 2936043 | 96955 | None | Item 2.2.2.1 21to22 | Providing and laying in position Reinforced cement concrete for all Foundation works. The graniteper trapperbasalt crushed graded coarseaggregates 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 and 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 and formwork to be paid separatelyM20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Footings | Cum | 8000.62 | 8000.62 | 7.0 | False | None | None | False | None | False | 56004.34 | 0 | 2936044 | 96955 | None | Item 2.3.2 21to22 | Providing and laying in Reinforced cement concrete for all Basement and surface level works, return walls, retaining walls, sunken floors etc. The granitepertrapperbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead and lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement for Walls | Cum | 8148.78 | 8148.78 | 15.5 | False | None | None | False | None | False | 126306.09 | 0 | 2936045 | 96955 | None | Item 11.32 21to22 | Providing ThermotoMechanically Treated bars of grade Feto500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. The laps and wastages shall not be measured separately | Kgs | 102.84 | 102.84 | 2250.0 | False | None | None | False | None | False | 231390.0 | 0 | 2936046 | 96955 | None | Item 8.8 21to22 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 1 cement : 5 coarse sand finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 1 cement : 6 fine sand to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineertointocharge. . | Sqm | 380.37 | 380.37 | 146.0 | False | None | None | False | None | False | 55534.02 | 0 | 2936047 | 96955 | None | Item 15.24 18to19 | KSRB 15to4.2: Extra for providing and mixing waterproofing compound in cement plaster work at one kg per bag or in the proportion recommended by the manufacturers for cmement mortar 1:4, 12mm thick cost of materials complete as per specification | Sqm | 6.19 | 6.19 | 146.0 | False | None | None | False | None | False | 903.74 | 0 | 2936048 | 96955 | None | Item Approved Rate | Providing and fixing M.S.steel cover for tank opening including materials, labour etc., complete Market rate | Nos | 1770.0 | 1770.0 | 2.0 | False | None | None | False | None | False | 3540.0 | 0 | 2936049 | 96955 | None | Item 1.9 21to22 | Filling available excavated earth excluding rock in trenches, plinth,sides of foundations and other similar works etc. in layers not exceeding 0cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 252.76 | 252.76 | 20.0 | False | None | None | False | None | False | 5055.2 | 0 | 2936050 | 96955 | None | Item approved Rate | Supplying and fixing 2HP submersible pump along with electrical works and plumbing work to join existing sintex tank at First Floor. | Nos | 29500.0 | 29500.0 | 1.0 | False | None | None | False | None | False | 29500.0 | 0 |
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