tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1721119421000 | 0 | None | None | Other Works | Construction of CC Road from Prakash Palabhanvi House to Lakshmi Temple Gate in Ward No.19 | 135187.5 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3533707 | 127276 | None | code01 | 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 Page no.17 Item no.3.6 PWD SR 2023-24 Volume 3 | Cum | 507.79 | 507.79 | 12.0 | False | None | None | False | None | False | 6093.48 | 0 | 3533708 | 127276 | None | code02 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates.Vol-1 SR 2023-24, It.No.2.1.2, P.No 13, | Cum | 5833.92 | 5833.92 | 12.0 | False | None | None | False | None | False | 70007.04 | 0 | 3533709 | 127276 | 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:383:2016, maximum size of coarse aggre gate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weighbatcher 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 constr uction 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 the directions of the Engineer-in-charge of the work.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Page no.148 Item no.16.27 PWD SR 2023-24 Volume 3 | Cum | 6565.22 | 6565.22 | 9.0 | False | None | None | False | None | False | 59086.98 | 0 |
| 1721119421000 | 0 | None | None | Other Works | Construction of CC Road from Raju Inamdar House to Kadapur House in Ward No.22 | 190653.99 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3533710 | 127277 | 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:383:2016, maximum size of coarse aggre gate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weighbatcher 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 constr uction 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 the directions of the Engineer-in-charge of the work.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Page no.148 Item no.16.27 PWD SR 2023-24 Volume 3 | Cum | 6565.22 | 6565.22 | 29.04 | False | None | None | False | None | False | 190653.9888 | 0 |
| 1721119421000 | 0 | None | None | Other Works | Construction of CC Road in front of Aidamani and from Appashi House to Shrishaila Bugati and Appashi House to Main Road in Ward No.26 | 404565.2 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3533711 | 127278 | None | code01 | 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 Page no.17 Item no.3.6 PWD SR 2023-24 Volume 3 | Cum | 507.79 | 507.79 | 87.0 | False | None | None | False | None | False | 44177.73 | 0 | 3533712 | 127278 | None | code02 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates.Vol-1 SR 2023-24, It.No.2.1.2, P.No 13, | Cum | 5833.92 | 5833.92 | 33.5 | False | None | None | False | None | False | 195436.32 | 0 | 3533713 | 127278 | 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:383:2016, maximum size of coarse aggre gate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weighbatcher 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 constr uction 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 the directions of the Engineer-in-charge of the work.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Page no.148 Item no.16.27 PWD SR 2023-24 Volume 3 | Cum | 6565.22 | 6565.22 | 25.125 | False | None | None | False | None | False | 164951.1525 | 0 |
| 1721119421000 | 0 | None | None | Other Works | Construction of CC Road from Yamanavva Bugati house to Aslam Karoshi house in Ward No.28 | 171237.5 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3533714 | 127279 | None | code01 | 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 Page no.17 Item no.3.6 PWD SR 2023-24 Volume 3 | Cum | 507.79 | 507.79 | 15.2 | False | None | None | False | None | False | 7718.408 | 0 | 3533715 | 127279 | None | code02 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates.Vol-1 SR 2023-24, It.No.2.1.2, P.No 13, | Cum | 5833.92 | 5833.92 | 15.2 | False | None | None | False | None | False | 88675.584 | 0 | 3533716 | 127279 | 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:383:2016, maximum size of coarse aggre gate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weighbatcher 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 constr uction 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 the directions of the Engineer-in-charge of the work.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Page no.148 Item no.16.27 PWD SR 2023-24 Volume 3 | Cum | 6565.22 | 6565.22 | 11.4 | False | None | None | False | None | False | 74843.508 | 0 |
| 1721119421000 | 0 | None | None | Other Works | Construction of CC Road from Lakshmana Kajave house to Nala in Ward No.29 | 347137.05 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3533717 | 127280 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. 1.5 m Vol-1 SR 2023-24, I.No.1.5.1. P.No 6 | Cum | 307.97 | 307.97 | 3.78 | False | None | None | False | None | False | 1164.1266 | 0 | 3533718 | 127280 | None | code02 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates.Vol-1 SR 2023-24, It.No.2.1.2, P.No 13 | Cum | 5833.92 | 5833.92 | 0.45 | False | None | None | False | None | False | 2625.264 | 0 | 3533719 | 127280 | None | code03 | 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 PWD DSR 2023-24 VOL-1, P.NO.-16, I.NO-2.4.2 | Cum | 6512.69 | 6512.69 | 2.5875 | False | None | None | False | None | False | 16851.585375 | 0 | 3533720 | 127280 | None | code04 | Form Work : As per recommendation of Technical working group, rates for form work shall be added on percentage basis to the finished concrete item rate for drain form works consider 5% | Cum | 325.63 | 325.63 | 2.5875 | False | None | None | False | None | False | 842.567625 | 0 | 3533721 | 127280 | None | code05 | 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 PWD DSR 2023-24 VOL-1, P.NO.-18, I.NO-2.11 C | Tonne | 89025.99 | 89025.99 | 0.13 | False | None | None | False | None | False | 11573.3787 | 0 | 3533722 | 127280 | None | code06 | 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:383:2016, maximum size of coarse aggre gate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weighbatcher 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 constr uction 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 the directions of the Engineer-in-charge of the work.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Page no.148 Item no.16.27 PWD SR 2023-24 Volume 3 | Cum | 6565.22 | 6565.22 | 47.84 | False | None | None | False | None | False | 314080.1248 | 0 |
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