1723879067000 | 1 | None | None | Other Works | Construction of compound wall Sorrounding PKS Residential complex at ward no 09 pancharashiwada, Construction of Cover slab From SCST Raju Binageri house to Vasudaev Acharya house at ward no 11. | 892758.15 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3794981 | 143820 | None | PWD SR 2021-22 pg 17 SL no 2.4.2 vol-1 , Appendix | 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregate ( sseparately) | Cum | 7018.37 | 7018.37 | 35.04 | False | None | None | False | None | False | 245923.6848 | 0 | 3794982 | 143820 | None | PWD SR 2021-22 pg 17 SL no 2.4.2 vol-1 , Appendix | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. | Tonne | 94153.92 | 94153.92 | 2.28 | False | None | None | False | None | False | 214670.9376 | 0 | 3794983 | 143820 | None | PWD SR 2021-22 pg 17 SL no 2.4.2 vol-1 , Appendix | 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 | Each | 10080.0 | 10080.0 | 1.0 | False | None | None | False | None | False | 10080.0 | 0 | 3794984 | 143820 | None | PWD SR 2021-22 pg 17 SL no 2.4.2 vol-1 , Appendix | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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 & other appurtenaces required to complete the work. | Cum | 271.04 | 271.04 | 24.0 | False | None | None | False | None | False | 6504.96 | 0 | 3794985 | 143820 | None | PWD SR 2023-24 pg A-38 Sl No 9 v-1 | Granular Aggregates 100mm down size | Cum | 1280.16 | 1280.16 | 6.0 | False | None | None | False | None | False | 7680.96 | 0 | 3794986 | 143820 | None | PWD SR 2021-22 pg 17 SL no 2.4.2 vol-1 , Appendix | Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse
aggregates | Each | 6707.68 | 6707.68 | 4.0 | False | None | None | False | None | False | 26830.72 | 0 | 3794987 | 143820 | None | PWD SR 2021-22 pg 17 SL no 2.4.2 vol-1 , Appendix | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6284.32 | 6284.32 | 18.0 | False | None | None | False | None | False | 113117.76 | 0 | 3794988 | 143820 | None | PWD SR 2021-22 pg 17 SL no 2.4.2 vol-1 , Appendix | 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 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6992.16 | 6992.16 | 2.25 | False | None | None | False | None | False | 15732.36 | 0 | 3794989 | 143820 | None | PWD SR 2021-22 pg 17 SL no 2.4.2 vol-1 , Appendix | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Super structure in CM 1:6. | Cum | 7565.6 | 7565.6 | 20.88 | False | None | None | False | None | False | 157969.728 | 0 | 3794990 | 143820 | None | PWD SR 2021-22 pg 17 SL no 2.4.2 vol-1 , Appendix | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 343.84 | 343.84 | 155.3 | False | None | None | False | None | False | 53398.352 | 0 | 3794991 | 143820 | None | PWD SR 2021-22 pg 17 SL no 2.4.2 vol-1 , Appendix | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 153.44 | 153.44 | 242.92 | False | None | None | False | None | False | 37273.6448 | 0 | 3794992 | 143820 | None | PWD SR 2021-22 pg 17 SL no 2.4.2 vol-1 , Appendix | 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. | Cum | 297.92 | 297.92 | 12.0 | False | None | None | False | None | False | 3575.04 | 0 |
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