tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
---|
1724851921000 | 0 | None | None | Roads | Construction of Drain from Rikkinalur Main Road to Drinking Water Tank at Narona Village | 4184743.58 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3874852 | 148604 | None | DSR It No.1.14.1 Vol-1 Pg No.8 | 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 | 107.1 | 107.1 | 2226.0 | False | None | None | False | None | False | 238404.6 | 0 | 3874853 | 148604 | None | DSR It No.2.1.3 Vol-1 Pg No. 15 | 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 | 6288.45 | 6288.45 | 111.3 | False | None | None | False | None | False | 699904.485 | 0 | 3874854 | 148604 | None | DSR It No.2.4.2 Vol-1 Pg No. 16 | Providing and laying in position 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 necessary, 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
| Cum | 6639.15 | 6639.15 | 414.3 | False | None | None | False | None | False | 2750599.845 | 0 | 3874855 | 148604 | None | DSR It No.2.11.a Vol-1 Pg No. 18 | Steel Fabrication: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.Buildings
| Tonne | 93929.85 | 93929.85 | 5.17 | False | None | None | False | None | False | 485617.3245 | 0 | 3874856 | 148604 | None | DSR It. No. 8.7 Vol-3 Pg. No. 65 | Direction and Place Identification Signs upto 0.9 m2 Size Board - Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
| Sqm | 9460.5 | 9460.5 | 1.08 | False | None | None | False | None | False | 10217.34 | 0 |
| 1724851921000 | 0 | None | None | Roads | Construction of Drain from Ambika Mavin House to Kailash Madan House at Chinchansoor Village & Construction of Drain from Basanna Vadeyaraj House to Khanderam Temple at Chinchansoor Village | 837381.89 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3874857 | 148605 | None | DSR It No.1.14.1 Vol-1 Pg No.8 | 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 | 107.1 | 107.1 | 149.06 | False | None | None | False | None | False | 15964.326 | 0 | 3874858 | 148605 | None | DSR It No.2.1.3 Vol-1 Pg No. 15 | 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 | 6288.45 | 6288.45 | 19.88 | False | None | None | False | None | False | 125014.386 | 0 | 3874859 | 148605 | None | DSR It No.2.4.2 Vol-1 Pg No. 16 | Providing and laying in position 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 necessary, 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
| Sqm | 6639.15 | 6639.15 | 66.57 | False | None | None | False | None | False | 441968.2155 | 0 | 3874860 | 148605 | None | DSR It No.2.11.a Vol-1 Pg No. 18 | Steel Fabrication: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.Buildings
| Tonne | 93929.85 | 93929.85 | 2.6 | False | None | None | False | None | False | 244217.61 | 0 | 3874861 | 148605 | None | DSR It. No. 8.7 Vol-3 Pg. No. 65 | Direction and Place Identification Signs upto 0.9 m2 Size Board - Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
| Sqm | 9460.5 | 9460.5 | 1.08 | False | None | None | False | None | False | 10217.34 | 0 |
| 1724851921000 | 0 | None | None | Roads | Construction of Drain from Basanna Vadeyaraj House to Khanderam Temple at Chinchansoor Village | 837381.89 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3874862 | 148606 | None | DSR It No.1.14.1 Vol-1 Pg No.8 | 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 | 107.1 | 107.1 | 149.06 | False | None | None | False | None | False | 15964.326 | 0 | 3874863 | 148606 | None | DSR It No.2.1.3 Vol-1 Pg No. 15 | 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 | 6288.45 | 6288.45 | 19.88 | False | None | None | False | None | False | 125014.386 | 0 | 3874864 | 148606 | None | DSR It No.2.4.2 Vol-1 Pg No. 16 | Providing and laying in position 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 necessary, 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
| Cum | 6639.15 | 6639.15 | 66.57 | False | None | None | False | None | False | 441968.2155 | 0 | 3874865 | 148606 | None | DSR It No.2.11.a Vol-1 Pg No. 18 | Steel Fabrication: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.Buildings
| Tonne | 93929.85 | 93929.85 | 2.6 | False | None | None | False | None | False | 244217.61 | 0 | 3874866 | 148606 | None | DSR It. No. 8.7 Vol-3 Pg. No. 65 | Direction and Place Identification Signs upto 0.9 m2 Size Board - Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
| Sqm | 9460.5 | 9460.5 | 1.08 | False | None | None | False | None | False | 10217.34 | 0 |
| 1724851921000 | 0 | None | None | Roads | Construction of Drain from Basaveshwar Circle to Huvinahalla at Patwada Village in Kalaburagi Taluka | 1834370.45 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3874867 | 148607 | None | DSR It No.1.14.1 Vol-1 Pg No.8 | 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 | 107.1 | 107.1 | 585.0 | False | None | None | False | None | False | 62653.5 | 0 | 3874868 | 148607 | None | DSR It No.2.1.3 Vol-1 Pg No. 15 | 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 | 6288.45 | 6288.45 | 48.75 | False | None | None | False | None | False | 306561.9375 | 0 | 3874869 | 148607 | None | DSR It No.2.4.2 Vol-1 Pg No. 16 | Providing and laying in position 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 necessary, 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
| Cum | 6639.15 | 6639.15 | 180.38 | False | None | None | False | None | False | 1197569.877 | 0 | 3874870 | 148607 | None | DSR It No.2.11.a Vol-1 Pg No. 18 | Steel Fabrication: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.Buildings
| Tonne | 93929.85 | 93929.85 | 2.74 | False | None | None | False | None | False | 257367.789 | 0 | 3874871 | 148607 | None | DSR It. No. 8.7 Vol-3 Pg. No. 65 | Direction and Place Identification Signs upto 0.9 m2 Size Board - Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
| Sqm | 9460.5 | 9460.5 | 1.08 | False | None | None | False | None | False | 10217.34 | 0 |
| 1724851921000 | 0 | None | None | Roads | Construction of Drain Near Darga at Javalga (B) Village in Aland Taluka | 836049.91 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3874872 | 148608 | None | DSR It No.1.14.1 Vol-1 Pg No.8 | 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 | 107.1 | 107.1 | 248.4 | False | None | None | False | None | False | 26603.64 | 0 | 3874873 | 148608 | None | DSR It No.2.1.3 Vol-1 Pg No. 15 | 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 | 6288.45 | 6288.45 | 27.6 | False | None | None | False | None | False | 173561.22 | 0 | 3874874 | 148608 | None | DSR It No.2.4.2 Vol-1 Pg No. 16 | Providing and laying in position 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 necessary, 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
| Cum | 6639.15 | 6639.15 | 68.49 | False | None | None | False | None | False | 454715.3835 | 0 | 3874875 | 148608 | None | DSR It No.2.11.a Vol-1 Pg No. 18 | Steel Fabrication: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.Buildings
| Tonne | 93929.85 | 93929.85 | 1.82 | False | None | None | False | None | False | 170952.327 | 0 | 3874876 | 148608 | None | DSR It. No. 8.7 Vol-3 Pg. No. 65 | Direction and Place Identification Signs upto 0.9 m2 Size Board - Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
| Sqm | 9460.5 | 9460.5 | 1.08 | False | None | None | False | None | False | 10217.34 | 0 |
| 1724851921000 | 0 | None | None | Roads | Construction of Toilet Block at Kamalapur Town (Spill Over) Work in Aland Taluka of Kalaburagi Rural Constituency under DMF (Indirectly Effected Area) for the Year 2020-21 | 234188.85 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3874877 | 148609 | None | WS&UGD DSR 2023-24 Pg.No.139 I.No.12.1.1 Vol-5 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete )
| m | 388.5 | 388.5 | 50.0 | False | None | None | False | None | False | 19425.0 | 0 | 3874878 | 148609 | None | WS & UGD DSR 2023-24 Pg.No.139 I.No.12.1.2 Vol- | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete )
| m | 487.2 | 487.2 | 50.0 | False | None | None | False | None | False | 24360.0 | 0 | 3874879 | 148609 | None | WS & UGD DSR 2023-24 Pg.No.139, I.No.12.1.3 Vol-5 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete )
| m | 517.65 | 517.65 | 50.0 | False | None | None | False | None | False | 25882.5 | 0 | 3874880 | 148609 | None | WS & UGD DSR 2023-24 Pg.No.143, I.No.12.33 Vol-5 | Providing and laying at site of work MS casing caps as per IS 1239 (part- II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge
| Each | 157.5 | 157.5 | 1.0 | False | None | None | False | None | False | 157.5 | 0 | 3874881 | 148609 | None | WS & UGD DSR 2023-24 Pg.No.143, I.No.12.32 Vol-5 | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI arking weighing 25.10kg/m.prices include Collar-Medium duty.
| m | 2029.65 | 2029.65 | 50.0 | False | None | None | False | None | False | 101482.5 | 0 | 3874882 | 148609 | None | WS & UGD DSR 2023-24 Pg.No.152, I.No.13.13.6 Vol- | Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work.5.00 HP
| Each | 33743.85 | 33743.85 | 1.0 | False | None | None | False | None | False | 33743.85 | 0 | 3874883 | 148609 | None | WS & UGD DSR 2023-24 Pg.No.154, I.No.13.22.4 Vol | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments.
| Each | 194.25 | 194.25 | 150.0 | False | None | None | False | None | False | 29137.5 | 0 |
| 1724851921000 | 0 | None | None | Roads | Construction of Toilet Block at Kamalapur Town (Spill Over) Work in Aland Taluka of Kalaburagi Rural Constituency under DMF (Indirectly Effected Area) for the Year 2020-21(Septic Tank) | 178908.63 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3874884 | 148610 | None | DSR It No. 1.14.1 Pg. No. 08 Volume 1 | 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 | 107.1 | 107.1 | 43.25 | False | None | None | False | None | False | 4632.075 | 0 | 3874885 | 148610 | None | DSR It No. 2.1.3 Pg. No. 15 Volume 1 | 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. (The cost of steel reinforcement & formwork shall be paid separately ) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates
| Cum | 6288.45 | 6288.45 | 2.28 | False | None | None | False | None | False | 14337.666 | 0 | 3874886 | 148610 | None | DSR It No. 2.2.1 Pg. No. 15 Volume 1 | 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 and down size graded crushed coarse aggregates.Appendex-I Additionalities for Form work Centering & Scaffolding For Foundation 8%
| Cum | 7104.31 | 7104.31 | 3.41 | False | None | None | False | None | False | 24225.6971 | 0 | 3874887 | 148610 | None | DSR It No. 2.11.a Pg. No.18 Volume-1 | 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) | Tonne | 93929.85 | 93929.85 | 0.17 | False | None | None | False | None | False | 15968.0745 | 0 | 3874888 | 148610 | None | DSR It No. 6.4 Pg. No. 13 Volume 2 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
| Cum | 9094.05 | 9094.05 | 10.56 | False | None | None | False | None | False | 96033.168 | 0 | 3874889 | 148610 | None | DSR It No. 8.1.1 Pg. No. 41 Volume 2 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 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 | 267.75 | 267.75 | 88.56 | False | None | None | False | None | False | 23711.94 | 0 |
| 1724851921000 | 0 | None | None | Roads | Construction of Toilet Block at Kamalapur Town (Spill Over) Work in Aland Taluka of Kalaburagi Rural Constituency under DMF (Indirectly Effected Area) for the Year 2020-21(GI Pipeline) | 261313.5 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3874890 | 148611 | None | WS & UGD DSR 2023-24 Pg.No.127, I.No.11.2.7 Vol-5 | Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Heavy Duty GI pipe: Medium Duty GI pipe of 65mm dia
| m | 754.95 | 754.95 | 290.0 | False | None | None | False | None | False | 218935.5 | 0 | 3874891 | 148611 | None | WS & UGD DSR 2023-24 Pg.No.15, I.No.2.6.6 Vol-5 | Labour charges for laying and jointing GI pipes with earth work including fixing collars, elbows, tees, bends, gland cocks and other fittings with cuts and threads, white lead paints wherever necessary, conveying the materials from office to workspot and retuning the surplus materials fromworkspot to stores for 65mm dia. GI pipes & specials.
| m | 33.6 | 33.6 | 290.0 | False | None | None | False | None | False | 9744.0 | 0 | 3874892 | 148611 | None | WS & UGD DSR 2023-24 Pg.No.130, I.No11.8.7 Vol-5 | Supply and delivery at site wrought middle steel (galvanized) GI bend confirming to IS 1239-II, 1991 with latest amendments if any. For 65 mm dia GI BEND
| Each | 424.2 | 424.2 | 40.0 | False | None | None | False | None | False | 16968.0 | 0 | 3874893 | 148611 | None | WS & UGD DSR 2023-24 Pg.No.130, I.No.11.9.7 Vol-5 | Supply and delivery at site wrought middle steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any.For 65 mm dia GI
| Each | 391.65 | 391.65 | 40.0 | False | None | None | False | None | False | 15666.0 | 0 |
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