| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1721471949000 | 0 | None | None | Other Works | Construction of RCC Drain and CC Road at lohar galli area ward no 21 in sedam town | 376279.83 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3567085 | 129390 | None | code01 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Prestressed / RCC grade M-20 & above PWD SR 2023-24 Volume-III Pg.No- 09 Item No- 2.8 (ii) a | Cum | 1163.4 | 1163.4 | 9.0 | False | None | None | False | None | False | 10470.6 | 0 | | 3567086 | 129390 | None | code02 | 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 cos PWD SR 2023-24 Volume-I Page.No- 06 Item No 1.5.1 | Cum | 313.95 | 313.95 | 18.9 | False | None | None | False | None | False | 5933.655 | 0 | | 3567087 | 129390 | None | code03 | Removal of unserviceable soil with disposal upto a suitable distance as directed by the Engineer in charge of the work - PWD SR 2023-24 Volume-III Pg. No. 17 It. No. 3.1 | Cum | 89.25 | 89.25 | 18.9 | False | None | None | False | None | False | 1686.825 | 0 | | 3567088 | 129390 | None | code04 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates PWD SR 2023-24 Volume-I Pg. No. 15 It. No. 2.1.3 | Cum | 6288.45 | 6288.45 | 6.3 | False | None | None | False | None | False | 39617.235 | 0 | | 3567089 | 129390 | None | code05 | 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 PWD SR 2023-24 Volume-I Pg. No. 16 Item No 2.4.2 | Cum | 6639.15 | 6639.15 | 22.14 | False | None | None | False | None | False | 146990.781 | 0 | | 3567090 | 129390 | None | code06 | Addendum I- Percentage Additionalities for Formwork,Centering & Scaffolding Form Works as per recommendations of Technical working group rates for form work shall be added on percentage basis to the finished concrete item rate for drain from works consider Cement Concrete Drain Walls 35% - PWD SR 2023-24 Volume-I Pg. NO. 111 Sl. No. 4 | Cum | 2323.7 | 2323.7 | 16.892 | False | None | None | False | None | False | 39251.9404 | 0 | | 3567091 | 129390 | None | code07 | 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. All other type of structures PWD CSR 2023-24 Volume-I Pg. No.18 It.No. 2.11 (h) | Tonne | 77398.65 | 77398.65 | 0.7442 | False | None | None | False | None | False | 57600.07533 | 0 | | 3567092 | 129390 | None | code08 | 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 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates PWD CSR 2023-24 Volume-I Page No- 15 Item No 2.1.6 | Cum | 6555.15 | 6555.15 | 11.4 | False | None | None | False | None | False | 74728.71 | 0 |
| | 1721471949000 | 0 | None | None | Other Works | Construction of CC Pavement at sy no 5 bar 2 railway station road continuation work ward no 23 in sedam town | 376137.87 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3567093 | 129391 | None | code01 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth 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 of machinery & other appurtenances required to complete the work. PWD SR 2023-24 Volume-I Page.No-08 Item No 1.12 | Cum | 99.75 | 99.75 | 97.2 | False | None | None | False | None | False | 9695.7 | 0 | | 3567094 | 129391 | None | code02 | Quarry spalls, KSRRB M-100-1 Loading and Unloading of Stone Boulder / Stone aggregate / Sand/ Kanker / Moorum. | Cum | 309.86 | 309.86 | 28.35 | False | None | None | False | None | False | 8784.531 | 0 | | 3567095 | 129391 | None | code03 | 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 SR 2023-24 Volume-III Pg. No. 17 It. No. 3.7 | Cum | 110.25 | 110.25 | 18.9 | False | None | None | False | None | False | 2083.725 | 0 | | 3567096 | 129391 | None | code04 | Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, trnsporting to site, spreading, grading to required slope and copacted to meet requirement of table No. 300-2 - PWD SR 2021-22 Volume - III Pg. No.17 It. No. 3.6 | Cum | 517.65 | 517.65 | 41.31 | False | None | None | False | None | False | 21384.1215 | 0 | | 3567097 | 129391 | None | code05 | Construction of Granular sub base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density complete as per specifications clause (Grading II Material) - PWD SR Volume III 2023-24 Pg. No. 23 It. No. 4.2 (V) | Cum | 2476.95 | 2476.95 | 18.9 | False | None | None | False | None | False | 46814.355 | 0 | | 3567098 | 129391 | None | code06 | Dry Lean Cement Concrete Sub- base 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 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 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 SR 2023-24 Pg. No. 49 Volume-III It. No. 6.1 | Cum | 5166.0 | 5166.0 | 18.9 | False | None | None | False | None | False | 97637.4 | 0 | | 3567099 | 129391 | None | code07 | 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 SR 2023-24 Volume - III Pg. No.51 It. No. 16.27 | Cum | 6692.7 | 6692.7 | 28.35 | False | None | None | False | None | False | 189738.045 | 0 |
| | 1721471949000 | 0 | None | None | Other Works | 3 Contruction of CC Pavement from Godam to School at ward no 9 in sedam town | 409856.96 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3567100 | 129392 | 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 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 SR 2023-24 Volume - III Pg. No.51 It. No. 16.27 | Cum | 6692.7 | 6692.7 | 59.94 | False | None | None | False | None | False | 401160.438 | 0 | | 3567101 | 129392 | None | code02 | Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, trnsporting to site, spreading, grading to required slope and copacted to meet requirement of table No. 300-2 - PWD SR 2021-22 Volume - III Pg. No.17 It. No. 3.6 | Cum | 517.65 | 517.65 | 16.8 | False | None | None | False | None | False | 8696.52 | 0 |
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