| 1706604535000 | 1 | None | None | Other Works | CONSTRUCTION OF COMPOUND WALL TO NEAR 1000 MT GODOWN AT MAIN MARKET YARD OF APMC VIJAYAPAURA (UNDER ANNUAL ACTION PLAN 2023-24) ST-WORK. | 691113.86 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2338438 | 69125 | None | VJP01 | 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, shor ing, 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. In all kinds of soil upto 300 mm depth With all lead and lift as per the direction of engineer incharge of work. | Sqm | 73.5 | 73.5 | 33.12 | False | None | None | False | None | False | 2434.32 | 0 | | 2338439 | 69125 | None | VJP02 | 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 With all lead and lift as per the direction of engineer incharge of work. | Cum | 76.65 | 76.65 | 50.36 | False | None | None | False | None | False | 3860.094 | 0 | | 2338440 | 69125 | None | VJP03 | 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 With all lead and lift as per the direction of engineer incharge of work. | Cum | 5466.3 | 5466.3 | 5.9 | False | None | None | False | None | False | 32251.17 | 0 | | 2338441 | 69125 | None | VJP04 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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. For Footing With all lead and lift as per the direction of engineer incharge of work. | Cum | 6767.71 | 6767.71 | 5.09 | False | None | None | False | None | False | 34447.6439 | 0 | | 2338442 | 69125 | None | VJP05 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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. For Plinth beam With all lead and lift as per the direction of engineer incharge of work. | Cum | 9399.6 | 9399.6 | 3.58 | False | None | None | False | None | False | 33650.568 | 0 | | 2338443 | 69125 | None | VJP06 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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. For Column With all lead and lift as per the direction of engineer incharge of work. | Cum | 10652.88 | 10652.88 | 4.17 | False | None | None | False | None | False | 44422.5096 | 0 | | 2338444 | 69125 | None | VJP07 | Providing Coursed Rubble Masonry (second sort) with hard stone in foundation and plinth with cement mortar 1:6 (1 cement : 6 coarse sand) With all lead and lift as per the direction of engineer incharge of work. | Cum | 5457.9 | 5457.9 | 16.83 | False | None | None | False | None | False | 91856.457 | 0 | | 2338445 | 69125 | None | VJP08 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) 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. With all lead and lift as per the direction of engineer incharge of work. | Cum | 7024.5 | 7024.5 | 18.37 | False | None | None | False | None | False | 129040.065 | 0 | | 2338446 | 69125 | None | VJP09 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 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 With all lead and lift as per the direction of engineer incharge of work. | Sqm | 289.8 | 289.8 | 173.51 | False | None | None | False | None | False | 50283.198 | 0 | | 2338447 | 69125 | None | VJP10 | Providing and laying Cement concrete pavement with 1:2:4 for commercial & residential building floors, hardpaths, footpaths using 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size, including finishing complete as per Engineer incharge. With all lead and lift as per the direction of engineer incharge of work. | Cum | 6448.0 | 6448.0 | 1.58 | False | None | None | False | None | False | 10187.84 | 0 | | 2338448 | 69125 | None | VJP11 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade 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. With all lead and lift as per the direction of engineer incharge of work. | Sqm | 69.3 | 69.3 | 200.61 | False | None | None | False | None | False | 13902.273 | 0 | | 2338449 | 69125 | None | VJP12 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge With all lead and lift as per the direction of engineer incharge of work. | Kg | 126.0 | 126.0 | 1123.2 | False | None | None | False | None | False | 141523.2 | 0 | | 2338450 | 69125 | None | VJP13 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. With all lead and lift as per the direction of engineer incharge of work. | Sqm | 111.3 | 111.3 | 37.44 | False | None | None | False | None | False | 4167.072 | 0 | | 2338451 | 69125 | None | VJP14 | Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening, cut ting, 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) With all lead and lift as per the direction of engineer incharge of work. | Kg | 96.6 | 96.6 | 1025.75 | False | None | None | False | None | False | 99087.45 | 0 |
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