| 1721133141000 | 0 | None | None | Other Works | Construction of Laibrary building work in Birgondanahalli grama panchayath . | 629994.26 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3536187 | 127423 | None | GP1 | Earth work in surface excavation for stripping, seating of bund, Road way by manual means for towering & levelling the ground for all works other than foundation & depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications, including setting out, barricading, cation lights, including dressing of excavated surfaces, disposing off or levelling the excavated stuff or serting & stacking the selected stuff 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 SR P-10, I No 1.2) | Cum | 603.75 | 603.75 | 21.6 | False | None | None | False | None | False | 13041.0 | 0 | | 3536188 | 127423 | None | GP2 | Earth work excavation for Foundation by mechanical means for allworks& depth upto 3 m, as per drawing and technicalspecifications, including setting out shoring, strutting, barricading, caution lights including dressing of excavated surfaces, disposing off or levelling theexcavated earth or sorting & stacking the selected earth for reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery &other appurtenaces required to complete the work Inordinary/softrock without blasting upto1.5m depth (PWD SR P-8, 1 No 1.15.1) (PWT) SR 2023-24) Volume-1 | Cum | 381.15 | 381.15 | 18.91 | False | None | None | False | None | False | 7207.5465 | 0 | | 3536189 | 127423 | None | GP3 | Providing Filling in foundation with granite/ trap broken metal 100mm and down size with approved
sand including hand packing, ramning, watering including cost of all materials and labour with lead up to 50m and lift of 1.5m complete as per specifications.
| Cum | 2816.1 | 2816.1 | 12.6 | False | None | None | False | None | False | 35482.86 | 0 | | 3536190 | 127423 | None | GP4 | Providing and laying in position cement concrete for levellingcourse for all works in foundation.
Thegranite/trap/basaltcrushedgraded coarse aggregatesand fine aggregatesas per relevant IS Codes machine mixed, laid in layers not exceeding 150mm thickness, well compacted using plate vibrators, (The cost of steel reinforcement & formworkshallbepaidseparately) Mix 1:4:8 (M5) Using 40mm nominal size graded crushed coarse aggregates [P.No-15,1.No-2.1.3) (PWD SR 2023-24) Volume-1
| Cum | 6288.45 | 6288.45 | 9.15 | False | None | None | False | None | False | 57539.3175 | 0 | | 3536191 | 127423 | None | GP5 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1 | Cum | 6708.45 | 6708.45 | 7.02 | False | None | None | False | None | False | 47093.319 | 0 | | 3536192 | 127423 | None | GP6 | Providing and laying in position Reinforced cement concretefor all Foundation works. Thegranite/trap/basaltcrushed graded coarseaggregatesand fine aggregatesas per relevant IS Codes machinemixed with super plasticizerslaid in finished layers, well compactedusing needle 6 vibrators including all lead & lifts.cost of all materials,quality confirming to the requirements ofrelevant 15 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) M20 Design Mix Using 20mm nominal size graded crushed coarse | Cum | 10777.73 | 10777.73 | 1.76 | False | None | None | False | None | False | 18968.8048 | 0 | | 3536193 | 127423 | None | GP7 | Additionalities For Formwork, Centering, & Scaffolding Footing 50%(SL.No-115, 1 No-1(a)) (PWD SR 2021-22) Volume-1 | Cum | 10418.47 | 10418.47 | 0.22 | False | None | None | False | None | False | 2292.0634 | 0 | | 3536194 | 127423 | None | GP8 | Additionalities For Formwork, Centering, & Scaffolding For (PWD SR 2021-22) Volume-1 Columns 45% (SI.No-115, 1 No-3) | Cum | 11496.24 | 11496.24 | 0.9 | False | None | None | False | None | False | 10346.616 | 0 | | 3536195 | 127423 | None | GP9 | Additionalities For Formwork, Centering, & Scaffolding For Columns 60% (SL.No-115, 1 No-8) (PWD SR 2021-22) Volume-1 | Cum | 10777.73 | 10777.73 | 6.0 | False | None | None | False | None | False | 64666.38 | 0 | | 3536196 | 127423 | None | GP10 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other mile works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by aunting andwatering, leadupto 50m andliftuptot 5m (P.No-9,J.No-1.90 (PWD SR 2023-24) Volume | Cum | 279.3 | 279.3 | 30.0 | False | None | None | False | None | False | 8379.0 | 0 | | 3536197 | 127423 | None | GP11 | Prosiding Brick work with common burnt clay Non Modular brickos of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement: 6 coarse sandy 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. [P.No-13.1.No-6.7 (PWD SR 2023-24)Volume-2 | Cum | 8621.55 | 8621.55 | 15.56 | False | None | None | False | None | False | 134151.318 | 0 | | 3536198 | 127423 | None | GP12 | Providing Thermo-Mechanically Treated bars of grade Fe-550 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) [P.No-18
For Plinth beam
| Kg | 93929.85 | 93929.85 | 0.965 | False | None | None | False | None | False | 90642.30525 | 0 | | 3536199 | 127423 | None | GP13 | Providing and fixing Imm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mum M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge | Sqm | 4701.9 | 4701.9 | 2.52 | False | None | None | False | None | False | 11848.788 | 0 | | 3536200 | 127423 | None | GP14 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side/top centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.JP.No-77,1.No-11.11.1] (PWD SR | Kg | 155.4 | 155.4 | 205.0 | False | None | None | False | None | False | 31857.0 | 0 | | 3536201 | 127423 | None | GP15 | Add GST 18% | No | 96033.93 | 96033.93 | 1.0 | False | None | None | False | None | False | 96033.93 | 0 | | 3536202 | 127423 | None | GP16 | Miscellaneous and ronding off | No | 444.0 | 444.0 | 1.0 | False | None | None | False | None | False | 444.0 | 0 |
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