| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1724047399000 | 0 | None | None | Roads | 1 Construction of CC Road from Ramappa House to Kittappa House Bandi Seenappa House to Jagadish House at Ward No.25 in Hosapete City | 559094.29 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3805755 | 144512 | None | code01 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately Volume-III (DSR 2023-24, I.No.2.19, P.No.12). | Sqm | 591.15 | 591.15 | 42.75 | False | None | None | False | None | False | 25271.6625 | 0 | | 3805756 | 144512 | None | code02 | 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 | 322.5 | False | None | None | False | None | False | 30814.875 | 0 | | 3805757 | 144512 | None | code03 | 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 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 aggregates m Volume-I (DSR 2023-24 I.No. 2.1.2, P.No.15) | Cum | 5947.2 | 5947.2 | 32.25 | False | None | None | False | None | False | 191797.2 | 0 | | 3805758 | 144512 | None | code04 | 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 | 46.5 | False | None | None | False | None | False | 311210.55 | 0 |
| | 1724047399000 | 0 | None | None | Roads | 2 Construction of CC Road And UGD from Gurubaswa House to Nasir Husain House to Agasara House at Ward No.27 in Hosapete City. | 762378.79 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3805759 | 144513 | None | code01 | Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking to the appropriate disposal area as per direction of Engineer-in-charge.(Common SR 2023-24 Vol II, Page No.191, Item No.19.39.2) Thickness above 40 mm up to 75 mm m2 | Cum | 306.6 | 306.6 | 175.0 | False | None | None | False | None | False | 53655.0 | 0 | | 3805760 | 144513 | None | code02 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto1.5 m including cost of labour, tools, usage& other appurtenances required to complete in the following strata All kinds of soils. Depth upto 1.50 m (Common SR 2023-24 Vol 1, Page No.6, Item No.1.6.1) | Cum | 508.2 | 508.2 | 83.33 | False | None | None | False | None | False | 42348.306 | 0 | | 3805761 | 144513 | None | code03 | Refilling the pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 20 cms. Thickness including disposing off the surplus earth with all lead and lifts. (Common SR 2022 -23 Vol 1, Page No.7 Item No.1.10) | Cum | 168.0 | 168.0 | 70.27 | False | None | None | False | None | False | 11805.36 | 0 | | 3805762 | 144513 | None | code04 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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:Pipes of SN4, 160mm dia. (Common SR 2023-24 Vol 5, Page No.114, Item No.10.2.4) | Mtr | 604.8 | 604.8 | 55.0 | False | None | None | False | None | False | 33264.0 | 0 | | 3805763 | 144513 | None | code05 | Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick,except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth.Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size.Supplying and fixing SFRC Machinehole frame andcover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4.Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910).The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting,pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specificationsand for the following diameters and depth etc. for 1.2mm diaCirc. B M.H Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,1.2 M depth & SFRC cover & frame | Each | 32938.5 | 32938.5 | 5.0 | False | None | None | False | None | False | 164692.5 | 0 | | 3805764 | 144513 | None | code06 | 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 | 269.5 | False | None | None | False | None | False | 25750.725 | 0 | | 3805765 | 144513 | None | code07 | 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 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 aggregates m Volume-I (DSR 2023-24 I.No. 2.1.2, P.No.15) | Cum | 5947.2 | 5947.2 | 26.95 | False | None | None | False | None | False | 160277.04 | 0 | | 3805766 | 144513 | None | code08 | 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 | 40.43 | False | None | None | False | None | False | 270585.861 | 0 |
| | 1724047399000 | 1 | None | None | Roads | 3 Construction of CC Road UGD and Drain from Umakka House to Carpenter Ravi Kumar House And Laying of Paver at Ward No.27 in Hosapete City. | 761250.57 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3805767 | 144514 | None | code01 | Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking to the appropriate disposal area as per direction of Engineer-in-charge.(Common SR 2023-24 Vol II, Page No.191, Item No.19.39.2) Thickness above 40 mm up to 75 mm m2 | Cum | 306.6 | 306.6 | 210.0 | False | None | None | False | None | False | 64386.0 | 0 | | 3805768 | 144514 | None | code02 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto1.5 m including cost of labour, tools, usage& other appurtenances required to complete in the following strata | Cum | 508.2 | 508.2 | 83.33 | False | None | None | False | None | False | 42348.306 | 0 | | 3805769 | 144514 | None | code03 | Refilling the pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 20 cms. Thickness including disposing off the surplus earth with all lead and lifts. (Common SR 2022 -23 Vol 1, Page No.7 Item No.1.10) | Cum | 168.0 | 168.0 | 70.27 | False | None | None | False | None | False | 11805.36 | 0 | | 3805770 | 144514 | None | code04 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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: Pipes of SN4, 160mm dia. (Common SR 2023-24 Vol 5, Page No.114, Item No.10.2.4) | Mtr | 604.8 | 604.8 | 55.0 | False | None | None | False | None | False | 33264.0 | 0 | | 3805771 | 144514 | None | code05 | Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick,except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth.Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size.Supplying and fixing SFRC Machinehole frame andcover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4.Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910).The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting,pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specificationsand for the following diameters and depth etc. for 1.2mm diaCirc. B M.H Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,1.2 M depth & SFRC cover & frame | Each | 32938.5 | 32938.5 | 5.0 | False | None | None | False | None | False | 164692.5 | 0 | | 3805772 | 144514 | None | code06 | 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 | 262.5 | False | None | None | False | None | False | 25081.875 | 0 | | 3805773 | 144514 | None | code07 | 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 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 aggregates m Volume-I (DSR 2023-24 I.No. 2.1.2, P.No.15) | Cum | 5947.2 | 5947.2 | 26.25 | False | None | None | False | None | False | 156114.0 | 0 | | 3805774 | 144514 | None | code08 | 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 | 39.38 | False | None | None | False | None | False | 263558.526 | 0 |
| | 1724047399000 | 0 | None | None | Roads | 4 Construction of CC Road from Markul Plastic to Ratnamma House at Ward No.31 in Hosapete City. | 1091895.84 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3805775 | 144515 | None | code01 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately Volume-III (DSR 2023-24, I.No.2.19, P.No.12). | Sqm | 591.15 | 591.15 | 20.0 | False | None | None | False | None | False | 11823.0 | 0 | | 3805776 | 144515 | None | code02 | 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 | 695.0 | False | None | None | False | None | False | 66407.25 | 0 | | 3805777 | 144515 | None | code03 | 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 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 aggregates m Volume-I (DSR 2023-24 I.No. 2.1.2, P.No.15) | Cum | 5947.2 | 5947.2 | 69.5 | False | None | None | False | None | False | 413330.4 | 0 | | 3805778 | 144515 | None | code04 | 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 | 89.7 | False | None | None | False | None | False | 600335.19 | 0 |
|
|
|---|