| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1717485862000 | 0 | None | None | Roads | Construction of Concrete Guttar Balambeed Village in Hirekerur Taluka of Haveri District | 3082736.97 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3227493 | 111313 | None | Vol No.I P.No. 08: I.No.1.14.1 | 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 3m ---- including equipments and all other incidental charges | Cum | 120.36 | 120.36 | 552.52 | False | None | None | False | None | False | 66501.3072 | 0 | | 3227494 | 111313 | None | Vol No.I P.No. 15 : I.No 2.1.3 | 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 s per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (Vol No.I P.No. 15 : I.No 2.1.3)
---- including equipments and all other incidental charges | Cum | 7067.02 | 7067.02 | 37.05 | False | None | None | False | None | False | 261833.091 | 0 | | 3227495 | 111313 | None | Vol No.I P.No.16: I.No.2.4.2 | 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 (Vol No.I P.No.16: I.No.2.4.2)
---- including equipments and all other incidental charges | Cum | 7461.14 | 7461.14 | 98.33 | False | None | None | False | None | False | 733653.8962 | 0 | | 3227496 | 111313 | None | Vol No.I P.No.16: I.No.2.4.2 | Addendum I percentage additionalities for Formwork centering & scaffolding fordrain
35% ---- including equipments and all other incidental charges | Cum | 2611.4 | 2611.4 | 50.1 | False | None | None | False | None | False | 130831.14 | 0 | | 3227497 | 111313 | None | Vol No.I P.No.16: I.No.2.4.2 | Addendum I percentage additionalities for Formwork centering & scaffolding for drain slab 5%
---- including equipments and all other incidental charges | Cum | 373.06 | 373.06 | 15.18 | False | None | None | False | None | False | 5663.0508 | 0 | | 3227498 | 111313 | None | Vol No.I P.No. 18 : I.No.2.11.h | 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 Sub structure of Bridges (Vol No.I P.No. 18 : I.No.2.11.h)
---- including equipments and all other incidental charges | Tonne | 93232.98 | 93232.98 | 3.93 | False | None | None | False | None | False | 366405.6114 | 0 | | 3227499 | 111313 | None | Vol No.I P.No. 7 : I.No.1.9 | 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. (Vol No.I P.No. 7 : I.No.1.9)
---- including equipments and all other incidental charges | Cum | 313.88 | 313.88 | 66.1 | False | None | None | False | None | False | 20747.468 | 0 | | 3227500 | 111313 | None | Vol No.III P.No. 23 : I.No.4.1 A (V) | Granular Sub-Base By Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (Vol No.III P.No. 23 : I.No.4.1 A (V) )
---- including equipments and all other incidental charges | Cum | 2934.66 | 2934.66 | 90.0 | False | None | None | False | None | False | 264119.4 | 0 | | 3227501 | 111313 | None | Vol No.III P.No. 51 : I.No.6.8.2) | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in
required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) (Vol No.III P.No. 51 : I.No.6.8.2)
---- including equipments and all other incidental charges | Sqm | 1369.98 | 1369.98 | 900.0 | False | None | None | False | None | False | 1232982.0 | 0 |
| | 1717485862000 | 0 | None | None | Roads | Construction of CD Balambeed Village in Hirekerur Taluka of Haveri D | 725048.41 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3227502 | 111314 | None | Volume-I, P.No-15, I.No-2.1.3 | 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 (Volume-I, P.No-08, I.No-1.14.1)
---- including equipments and all other incidental charges | Cum | 120.36 | 120.36 | 95.22 | False | None | None | False | None | False | 11460.6792 | 0 | | 3227503 | 111314 | None | Volume-I, P.No-15, I.No-2.1.3 | 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 (Volume-I, P.No-15, I.No-2.1.3)
---- including equipments and all other incidental charges | Cum | 7067.02 | 7067.02 | 9.0 | False | None | None | False | None | False | 63603.18 | 0 | | 3227504 | 111314 | None | Volume-I, Page No-17, I.No-2.4.2 | 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume-I, Page No-17, I.No-2.4.2)
---- including equipments and all other incidental charges | Cum | 7461.14 | 7461.14 | 28.66 | False | None | None | False | None | False | 213836.2724 | 0 | | 3227505 | 111314 | None | Volume-I, Page No-17, I.No-2.4.3 | 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. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume-I, Page No-17, I.No-2.4.3)
---- including equipments and all other incidental charges | Cum | 7476.48 | 7476.48 | 12.52 | False | None | None | False | None | False | 93605.5296 | 0 | | 3227506 | 111314 | None | Vol I Pg No 18 I.No 2.11.c | Supplying, Fitting and Placing TMT Fe 550 Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.( Vol I Pg No 18 I.No 2.11.c)
---- including equipments and all other incidental charges | Tonne | 93232.98 | 93232.98 | 2.91 | False | None | None | False | None | False | 271307.9718 | 0 | | 3227507 | 111314 | None | Volume-I, Page No-115 8.a | Appendix I Additionalities for Formwork, Centering & Scaffolding. Foundation, For Sub structure of Cross drainage Volume-I Page No-115 8 a
---- including equipments and all other incidental charges | Cum | 373.06 | 373.06 | 16.15 | False | None | None | False | None | False | 6024.919 | 0 | | 3227508 | 111314 | None | Volume-I, Page No-115) 8.a | Appendix I Additionalities for Formwork, Centering & Scaffolding. Foundation, For Sub structure of Cross drainage (Volume-I, Page No-115) 8.a
---- including equipments and all other incidental charges | Cum | 373.82 | 373.82 | 12.52 | False | None | None | False | None | False | 4680.2264 | 0 | | 3227509 | 111314 | None | Volume-III, Page No-117, I.No-12.3 A | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material Volume-III, Page No-117, I.No-12.3 A ---- including equipments and all other incidental charges | Cum | 1378.24 | 1378.24 | 20.35 | False | None | None | False | None | False | 28047.184 | 0 | | 3227510 | 111314 | None | Vol-3 P.No: 67 I.No: 8.18) | Boundary pillar:Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting (Vol-3 P.No: 67 I.No: 8.18)
---- including equipments and all other incidental charges | No | 882.64 | 882.64 | 36.0 | False | None | None | False | None | False | 31775.04 | 0 | | 3227511 | 111314 | None | Vol-3 P.No: 66 I.No: 8.10) | Painting Two Coats on New Concrete Surfaces: Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (Vol-3 P.No: 66 I.No: 8.10)
---- including equipments and all other incidental charges | Sqm | 128.62 | 128.62 | 5.5 | False | None | None | False | None | False | 707.41 | 0 |
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