tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1710224911000 | 0 | None | None | Roads | Construction of Cement Concrete road from Haleshappa house to Channagiri Shekappa house and G. Manjappa house to Government Urdu School (Haleshappa house) in Telgi Village, Harapanahalli Taluk, Vijayanagara District. - SCP | 530499.37 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2996022 | 99687 | None | PWD Common CSR-2023-24 V-3, P-17, I-3.7 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. (PWD Common CSR-2023-24 V-3, P-17, I-3.7) | Cum | 110.25 | 110.25 | 41.54 | False | None | None | False | None | False | 4579.785 | 0 | 2996023 | 99687 | None | PWD Common CSR-2023-24 V-1, P-7, I-1.8 | Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (PWD Common CSR-2023-24 V-1, P-7, I-1.8) | Cum | 497.7 | 497.7 | 27.69 | False | None | None | False | None | False | 13781.313 | 0 | 2996024 | 99687 | None | PWD Common CSR-2023-24 V-3, Page-23, I.No. 4.1 A i | Construction of Granular Sub Base by providing graded Material, mixing with cement in a mechanical mix plant at OMC carriage of mixed material to work site spreading in a uniform layer with mechanical paver on prepared surface and compaction with vibratory power roller to achieve the desired density complete as per clause 401 (2.5% Cement) 401 - Cement Treated Crushed stone Sub- Base (Plant mix method) Laying using Mechanical Paver. For Grading -I Material(PWD Common CSR-2023-24 V-3, Page-23, I.No. 4.1 A (i)) | Cum | 2612.4 | 2612.4 | 27.69 | False | None | None | False | None | False | 72337.356 | 0 | 2996025 | 99687 | None | PWD Common CSR-2023-24 V-3 Page-26, I.No. 4.17 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface
and compacting with vibratory roller to achieve the desired density. 406 - Wet Mix Macadam (Plant Mix Method) (PWD Common CSR-2023-24 V-3 Page-26, I.No. 4.17) | Cum | 2686.95 | 2686.95 | 41.54 | False | None | None | False | None | False | 111615.903 | 0 | 2996026 | 99687 | None | PWD Common CSR-2023-24 V-3, Page-51, I.No. 6.6 | Plain Cement Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid without Pave Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid sep(PWD Common CSR-2023-24 V-3, Page-51, I.No. 6.6) | Cum | 7112.7 | 7112.7 | 39.94 | False | None | None | False | None | False | 284081.238 | 0 | 2996027 | 99687 | None | PWD Common CSR-2023-24 V-3, Page-67, I.No. 8.16 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (305 Construction of Subgrade and Earthen Shoulders) (PWD Common CSR-2023-24 V-3, Page-67, I.No. 8.16) | Cum | 517.65 | 517.65 | 85.2 | False | None | None | False | None | False | 44103.78 | 0 |
| 1710224911000 | 0 | None | None | Roads | Construction of Cement Concrete road from Haleshappa house to Channagiri Shekappa house and G. Manjappa house to Government Urdu School (Haleshappa house) in Telgi Village, Harapanahalli Taluk, Vijayanagara District.- TSP | 219903.68 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2996028 | 99688 | None | PWD Common CSR-2023-24 V-3, P-17, I-3.7 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. (PWD Common CSR-2023-24 V-3, P-17, I-3.7) | Cum | 110.25 | 110.25 | 15.21 | False | None | None | False | None | False | 1676.9025 | 0 | 2996029 | 99688 | None | PWD Common CSR-2023-24 V-1, P-7, I-1.8 | Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (PWD Common CSR-2023-24 V-1, P-7, I-1.8) | Cum | 497.7 | 497.7 | 10.14 | False | None | None | False | None | False | 5046.678 | 0 | 2996030 | 99688 | None | PWD Common CSR-2023-24 V-3, Page-23, I.No. 4.1 A i | Construction of Granular Sub Base by providing graded Material, mixing with cement in a mechanical mix plant at OMC carriage of mixed material to work site spreading in a uniform layer with mechanical paver on prepared surface and compaction with vibratory power roller to achieve the desired density complete as per clause 401 (2.5% Cement) 401 - Cement Treated Crushed stone Sub- Base (Plant mix method) Laying using Mechanical Paver. For Grading -I Material(PWD Common CSR-2023-24 V-3, Page-23, I.No. 4.1 A (i)) | Cum | 2612.4 | 2612.4 | 10.14 | False | None | None | False | None | False | 26489.736 | 0 | 2996031 | 99688 | None | PWD Common CSR-2023-24 V-3 Page-26, I.No. 4.17 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface
and compacting with vibratory roller to achieve the desired density. 406 - Wet Mix Macadam (Plant Mix Method) (PWD Common CSR-2023-24 V-3 Page-26, I.No. 4.17) | Cum | 2686.95 | 2686.95 | 15.21 | False | None | None | False | None | False | 40868.5095 | 0 | 2996032 | 99688 | None | PWD Common CSR-2023-24 V-3, Page-51, I.No. 6.6 | Plain Cement Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid without Pave Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid sep(PWD Common CSR-2023-24 V-3, Page-51, I.No. 6.6) | Cum | 7112.7 | 7112.7 | 14.62 | False | None | None | False | None | False | 103987.674 | 0 | 2996033 | 99688 | None | PWD Common CSR-2023-24 V-3, Page-67, I.No. 8.16 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (305 Construction of Subgrade and Earthen Shoulders) (PWD Common CSR-2023-24 V-3, Page-67, I.No. 8.16) | Cum | 517.65 | 517.65 | 62.56 | False | None | None | False | None | False | 32384.184 | 0 | 2996034 | 99688 | None | PWD Common CSR-2023-24 V-3, Page-67, I.No. 8.54 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (PWD Common CSR-2023-24 V-3, Page-67, I.No. 8.54) | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
| 1710224911000 | 0 | None | None | Roads | Construction of Cement Concrete road from Haleshappa house to Channagiri Shekappa house and G. Manjappa house to Government Urdu School (Haleshappa house) in Telgi Village, Harapanahalli Taluk, Vijayanagara District.- GENERAL | 1721070.47 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2996035 | 99689 | None | PWD Common CSR-2023-24 V-3, P-17, I-3.7 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. (PWD Common CSR-2023-24 V-3, P-17, I-3.7) | Cum | 110.25 | 110.25 | 133.78 | False | None | None | False | None | False | 14749.245 | 0 | 2996036 | 99689 | None | PWD Common CSR-2023-24 V-1, P-7, I-1.8 | Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (PWD Common CSR-2023-24 V-1, P-7, I-1.8) | Cum | 497.7 | 497.7 | 89.19 | False | None | None | False | None | False | 44389.863 | 0 | 2996037 | 99689 | None | PWD Common CSR-2023-24 V-3, Page-23, I.No. 4.1 A i | Construction of Granular Sub Base by providing graded Material, mixing with cement in a mechanical mix plant at OMC carriage of mixed material to work site spreading in a uniform layer with mechanical paver on prepared surface and compaction with vibratory power roller to achieve the desired density complete as per clause 401 (2.5% Cement) 401 - Cement Treated Crushed stone Sub- Base (Plant mix method) Laying using Mechanical Paver. For Grading -I Material(PWD Common CSR-2023-24 V-3, Page-23, I.No. 4.1 A (i)) | Cum | 2612.4 | 2612.4 | 89.19 | False | None | None | False | None | False | 232999.956 | 0 | 2996038 | 99689 | None | PWD Common CSR-2023-24 V-3 Page-26, I.No. 4.17 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface
and compacting with vibratory roller to achieve the desired density. 406 - Wet Mix Macadam (Plant Mix Method) (PWD Common CSR-2023-24 V-3 Page-26, I.No. 4.17) | Cum | 2686.95 | 2686.95 | 133.78 | False | None | None | False | None | False | 359460.171 | 0 | 2996039 | 99689 | None | PWD Common CSR-2023-24 V-3, Page-51, I.No. 6.6 | Plain Cement Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid without Pave Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid sep(PWD Common CSR-2023-24 V-3, Page-51, I.No. 6.6) | Cum | 7112.7 | 7112.7 | 131.06 | False | None | None | False | None | False | 932190.462 | 0 | 2996040 | 99689 | None | PWD Common CSR-2023-24 V-3, Page-67, I.No. 8.16 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (305 Construction of Subgrade and Earthen Shoulders) (PWD Common CSR-2023-24 V-3, Page-67, I.No. 8.16) | Cum | 517.65 | 517.65 | 265.2 | False | None | None | False | None | False | 137280.78 | 0 |
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