| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1723207404000 | 0 | None | None | Roads | 1 Construction of CC Road from Narayan House to Balaram House and from Ravi House to Karthik House at Ward No.14 in Hosapete City. | 236118.46 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3740266 | 139452 | None | code01 | 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, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 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 thedirections of the Engineer-in-charge of the work. Volume-III (DSR 2023-24 I.No.16.27 , P.No.148) | Cum | 6692.7 | 6692.7 | 35.28 | False | None | None | False | None | False | 236118.456 | 0 |
| | 1723207404000 | 0 | None | None | Roads | 2 Construction of CC Road from Nagaraj House to Eshwar Temple and Shetty Shop to Huligemma Katte at Ward No.21 in Hosapete City. | 1692627.3 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3740267 | 139453 | None | code01 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required to complete the work. Volume-I (DSR 2023-24, I.No.1.1, P.No.5). | Sqm | 95.55 | 95.55 | 1245.0 | False | None | None | False | None | False | 118959.75 | 0 | | 3740268 | 139453 | 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 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. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse. Volume-I (DSR 2023-24, I.No.2.1.2, P.No.15) | Cum | 5947.2 | 5947.2 | 124.5 | False | None | None | False | None | False | 740426.4 | 0 | | 3740269 | 139453 | None | code03 | 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, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 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 thedirections of the Engineer-in-charge of the work. Volume-III (DSR 2023-24 I.No.16.27 , P.No.148) | Cum | 6692.7 | 6692.7 | 124.5 | False | None | None | False | None | False | 833241.15 | 0 |
| | 1723207404000 | 0 | None | None | Roads | 3 Construction of CC Road from Karati Dharmavva House to Lingappa House and from AC Office Bakery to Siddaroodha Mata at Ward No.33 in Hosapete City. | 404352.41 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3740270 | 139454 | None | code01 | Earth work in surface excavation for stripping,seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter includingdressing of excavated surfaces, disposing off or leveling 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 & other appurtenances required to complete the work Volume-I (DSR 2023-24, I.No.1.1, P.No.5) | Sqm | 95.55 | 95.55 | 210.0 | False | None | None | False | None | False | 20065.5 | 0 | | 3740271 | 139454 | 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 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. Volume-I (DSR 2023-24 I.No.2.1.2, P.No.15) Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 21.0 | False | None | None | False | None | False | 124891.2 | 0 | | 3740272 | 139454 | None | code03 | 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, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 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 thedirections of the Engineer-in-charge of the work. Volume-III (DSR 2023-2 I.No.16.27 , P.No.148) | Cum | 6692.7 | 6692.7 | 31.5 | False | None | None | False | None | False | 210820.05 | 0 | | 3740273 | 139454 | None | code04 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Volume-III (DSR 2023-24, I.No.2.7, P.No.10) In cement mortar. Cement Concrete Grade M-15 & M-20 | Cum | 979.65 | 979.65 | 3.52 | False | None | None | False | None | False | 3448.368 | 0 | | 3740274 | 139454 | None | code05 | 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. Volume-I (DSR 2023-24, I.No.1.4.1, P.No.5). all kinds of soils Depth upto 1.5 m. | Cum | 254.1 | 254.1 | 1.76 | False | None | None | False | None | False | 447.216 | 0 | | 3740275 | 139454 | 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. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse. Volume-I (DSR 2023-24, I.No.2.1.2, P.No.15) | Cum | 5947.2 | 5947.2 | 0.88 | False | None | None | False | None | False | 5233.536 | 0 | | 3740276 | 139454 | None | code07 | Supplying, 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 volume-III (DSR 2023-24, I.No.2.11 P.No.18) h. All other type of structures | t | 82961.55 | 82961.55 | 0.2378 | False | None | None | False | None | False | 19728.25659 | 0 | | 3740277 | 139454 | None | code08 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt 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 & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Volume-I (DSR 2023-24 , I.No.2.4.2 , P.No.16) | Cum | 8962.85 | 8962.85 | 2.2 | False | None | None | False | None | False | 19718.27 | 0 |
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