| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1724392687000 | 0 | None | None | Roads | package 04 2 Construction of CC Road at Yerriswamy house to Suresh house in ward no.08, Ballari City.(others) | 718329.15 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3840795 | 146570 | None | code01 | Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator PWD DSR 2023-24,Volume-3 Page No.17 Item No. 3.4 | Cum | 5.25 | 5.25 | 885.0 | False | None | None | False | None | False | 4646.25 | 0 | | 3840796 | 146570 | None | code02 | 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 aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum 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 the directions of the Engineer-in-charge of the work. PWD DSR 2023-24,Volume-3, item no 16.27 pg no 148 | Cum | 6692.7 | 6692.7 | 88.5 | False | None | None | False | None | False | 592303.95 | 0 | | 3840797 | 146570 | None | code03 | Providing and laying 150 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete 3 PWD DSR 2023-24,Volume-3, sl no 6 pg no 163 | Sqm | 21.0 | 21.0 | 885.0 | False | None | None | False | None | False | 18585.0 | 0 | | 3840798 | 146570 | None | code04 | Earth work excavation for Foundation by mechanical means for all works & depth up to 3m,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 up to 1.5 m including cost of labor , tools, usage of machinery other appurtenances required to complete the work in all kinds of soils Depth up to 3 m PWD DSR 20223-24 Volume-I Item No 1.14.1 | Cum | 107.1 | 107.1 | 30.0 | False | None | None | False | None | False | 3213.0 | 0 | | 3840799 | 146570 | None | code05 | Compacting Original Ground Compacting original ground supporting embankment
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 DSR 2023-24 Volume-III Page No. 15 Item No.3.7 | Sqm | 110.25 | 110.25 | 60.0 | False | None | None | False | None | False | 6615.0 | 0 | | 3840800 | 146570 | None | code06 | 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
PWD DSR 2023-24 Volume-III Page No. 15 Item No.3.6 | Cum | 517.65 | 517.65 | 9.0 | False | None | None | False | None | False | 4658.85 | 0 | | 3840801 | 146570 | None | code07 | Construction of dry lean cement concrete Sub- base over a
prepared sub-grade with coarse and fine aggregate conforming
to IS: 383, the size of coarse aggregate not exceeding 25 mm,
aggregate cement ratio not to exceed 14:1, aggregate gradation
after blending to be as per table 600-1, cement content not to be
less than 140 kg/ m3 , optimum moisture content to be determined
during trial length construction, concrete strength not to be less
than 7 Mpa at 7 days, mixed in a batching plant, transported to
site, laid with a paver with electronic sensor, compacting with
8-10 t vibratory roller, finishing and curing.
PWD DSR 2023-24 Volume-III Page No. 49 Item No. 6.1, | Cum | 5166.0 | 5166.0 | 6.0 | False | None | None | False | None | False | 30996.0 | 0 | | 3840802 | 146570 | 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:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum 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 the directions of the Engineer-in-charge of the work. PWD DSR 2023-24,Volume-3, item no 16.27 pg no 148 | Cum | 6692.7 | 6692.7 | 6.0 | False | None | None | False | None | False | 40156.2 | 0 | | 3840803 | 146570 | None | code09 | Repairs to Machinehole for different depths including removal of debris,
levelling the brick masonry, construction of brick masonry upto Ground
level, providing CC coping alround the MH cover, plastering both inside
and outside to the brick masonry and fixing of manhole frame and cover,
curing, refilling with appurtenances complete.
16.28.1 Upto 0.30m dept PWD SR 2023-24, Vol-5, I.No16.28.1 | Each | 8577.45 | 8577.45 | 2.0 | False | None | None | False | None | False | 17154.9 | 0 |
| | 1724392687000 | 0 | None | None | Roads | package 04 1.Development of road at maruthi colony in ward number 20 ballari city.(others) | 838007.11 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3840804 | 146571 | 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. Vol-3 SR 2023-24, P.no. 11, I.No. 2.19. | Cum | 591.15 | 591.15 | 56.25 | False | None | None | False | None | False | 33252.1875 | 0 | | 3840805 | 146571 | 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.
PWD DSR 2023-24 Volume-I Page No. 5, Item No. 1.1. | Sqm | 95.55 | 95.55 | 375.0 | False | None | None | False | None | False | 35831.25 | 0 | | 3840806 | 146571 | None | code03 | Compacting original ground supporting embankment 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. Vol-3 SR 2023-24, Page No. 17, Item No.3.7. | Cum | 110.25 | 110.25 | 37.5 | False | None | None | False | None | False | 4134.375 | 0 | | 3840807 | 146571 | None | code04 | Construction of Subgrade and Earthen Shoulders 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, Vol-3 SR 2023-24, Page No.17, Item No.3.6. | Cum | 517.65 | 517.65 | 56.25 | False | None | None | False | None | False | 29117.8125 | 0 | | 3840808 | 146571 | None | code05 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. Vol-3 SR 2023-24, Page No.49, Item No.6.1. | Cum | 5166.0 | 5166.0 | 56.25 | False | None | None | False | None | False | 290587.5 | 0 | | 3840809 | 146571 | 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 aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum 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 platevibrators 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 the directions of the Engineer-in-charge of the work. Vol-3 SR 2023-24, Item No. 16.27, P.No.148 | Cum | 6692.7 | 6692.7 | 56.25 | False | None | None | False | None | False | 376464.375 | 0 | | 3840810 | 146571 | None | code07 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete. VOL-5 SR 2023-24, It.No.16.28.1, P.No 198. Upto 0.30m depth. | Each | 8577.45 | 8577.45 | 8.0 | False | None | None | False | None | False | 68619.6 | 0 |
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