1706439372000 | 0 | None | None | Buildings | Construction of Yatrik Nivas Near Shri Chinnada Kanteshwara Devastana at Taj Sultanpur Village in Kalaburagi Taluka & District under KKRDB (CDQ) for the year 2022-23 | 4234510.57 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2318188 | 68457 | None | Vol 1 I. No. 1.12 Page No. 8 | 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 leveling 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 | Cum | 68.25 | 68.25 | 126.0 | False | None | None | False | None | False | 8599.5 | 0 | 2318189 | 68457 | None | Vol 1 I. No. 1.14.1 Page No. 8 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, 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 upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m | Cum | 76.65 | 76.65 | 368.4 | False | None | None | False | None | False | 28237.86 | 0 | 2318190 | 68457 | None | Vol 1 I. No. 1.8 Page No. 7 | 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. | Cum | 422.1 | 422.1 | 339.46 | False | None | None | False | None | False | 143286.066 | 0 | 2318191 | 68457 | None | Vol 2 I. No. 4.1 Page No. 5 | Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of
consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent
concentration, labour, usage charges of machinery, complete as per
specifications. | Sqm | 99.75 | 99.75 | 324.0 | False | None | None | False | None | False | 32319.0 | 0 | 2318192 | 68457 | None | Vol 1 I. No. 2.1.4 Page No. 15 | 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 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse
aggregates | Cum | 6014.4 | 6014.4 | 50.66 | False | None | None | False | None | False | 304689.504 | 0 | 2318193 | 68457 | None | Vol 1 I. No. 2.2.2.1 Page No. 15 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6277.95 | 6277.95 | 51.31 | False | None | None | False | None | False | 322121.6145 | 0 | 2318194 | 68457 | None | Vol-I S R Sl No. 1a Page No. 115 | Appendix I-Additionalities for Formwork, Centering & Scaffolding for Foundation upto Plinth Isolated add 8 Percent | Cum | 502.24 | 502.24 | 51.31 | False | None | None | False | None | False | 25769.9344 | 0 | 2318195 | 68457 | None | Vol 1 I. No. 2.2.2.1 Page No. 15 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6277.95 | 6277.95 | 10.27 | False | None | None | False | None | False | 64474.5465 | 0 | 2318196 | 68457 | None | Vol-I S R Sl No. 8 Page No. 115 | Appendix I -Additionalities for Formwork, Centering & Scaffolding for Columns & Pier add 70 Percent | Cum | 4394.56 | 4394.56 | 10.27 | False | None | None | False | None | False | 45132.1312 | 0 | 2318197 | 68457 | None | Vol 1 I. No. 2.2.2.1 Page No. 15 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6277.95 | 6277.95 | 34.56 | False | None | None | False | None | False | 216965.952 | 0 | 2318198 | 68457 | None | Vol-I S R Sl no. 9 Page No. 115 | Appendix I -Additionalities for Formwork, Centering & Scaffolding for Earth retaining structures add 10 Percent | Cum | 627.79 | 627.79 | 34.56 | False | None | None | False | None | False | 21696.4224 | 0 | 2318199 | 68457 | None | Vol 1 I. No. 2.2.2.1 Page No. 15 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6277.95 | 6277.95 | 9.21 | False | None | None | False | None | False | 57819.9195 | 0 | 2318200 | 68457 | None | Vol-I S R Sl no. 2 Page No. 115 | Appendix I -Additionalities for Formwork, Centering & Scaffolding for Plinth Beam add 50 Percent | Cum | 3138.97 | 3138.97 | 9.21 | False | None | None | False | None | False | 28909.9137 | 0 | 2318201 | 68457 | None | Vol 1 I. No. 2.5.2 Page No. 17 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6495.3 | 6495.3 | 13.04 | False | None | None | False | None | False | 84698.712 | 0 | 2318202 | 68457 | None | Vol-I S R Sl no. 9 Page No. 115 | Appendix I -Additionalities for Formwork, Centering & Scaffolding Columns & Piers add 70 Percent | Cum | 4546.71 | 4546.71 | 13.04 | False | None | None | False | None | False | 59289.0984 | 0 | 2318203 | 68457 | None | Vol 1 I. No. 2.5.2 Page No. 17 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6495.3 | 6495.3 | 20.38 | False | None | None | False | None | False | 132374.214 | 0 | 2318204 | 68457 | None | Vol-I S R Sl no. 12 Page No. 115 | Appendix I -Additionalities for Formwork, Centering & Scaffolding for Beams & Lintels of Building add 60 Percent | Cum | 3897.18 | 3897.18 | 20.38 | False | None | None | False | None | False | 79424.5284 | 0 | 2318205 | 68457 | None | Vol 1 I. No. 2.5.2 Page No. 17 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6495.3 | 6495.3 | 39.65 | False | None | None | False | None | False | 257538.645 | 0 | 2318206 | 68457 | None | Vol-I S R Sl no. 13 Page No. 116 | Appendix I -Additionalities for Formwork, Centering & Scaffolding Roof (Straight & Arched) add 50 Percent | Cum | 3247.65 | 3247.65 | 39.65 | False | None | None | False | None | False | 128769.3225 | 0 | 2318207 | 68457 | None | Vol 1 I. No. 2.5.2 Page No. 17 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6495.3 | 6495.3 | 4.11 | False | None | None | False | None | False | 26695.683 | 0 | 2318208 | 68457 | None | Vol-I S R Sl no. 20 Page No. 116 | Appendix I -Additionalities for Formwork, Centering & Scaffolding for Chejjas, Canopy & Other Architectural projections of
minor sections add 45 Percent | Cum | 2922.88 | 2922.88 | 4.11 | False | None | None | False | None | False | 12013.0368 | 0 | 2318209 | 68457 | None | Vol 2 I. No. 6.5 Page No. 13 | Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6
coarse sand) With Non modular bricks including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work | Cum | 9303.0 | 9303.0 | 68.46 | False | None | None | False | None | False | 636883.38 | 0 | 2318210 | 68457 | None | Vol 2 I. No. 11.32 Page No. 84 | Providing Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | Kg | 96.6 | 96.6 | 15701.88 | False | None | None | False | None | False | 1516801.608 | 0 |
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