| 1717153224000 | 0 | None | None | Other Works | Package No.09 (1) Construction of pipe drain in Vivekananda colony and Jodidar galli at ward no.04 (2) Construction of pipe drain and CC road from Bazar road to Eerulli charan house at ward no.09 in the limits of CMC gowribidnaur (S C Reserved) | 677039.36 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3211505 | 110586 | None | 001 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
| Cum | 1059.87 | 1059.87 | 14.75 | False | None | None | False | None | False | 15633.0825 | 0 | | 3211506 | 110586 | None | 002 | 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 | 105.06 | 105.06 | 9.79 | False | None | None | False | None | False | 1028.5374 | 0 | | 3211507 | 110586 | None | 003 | PCC (1:3:6) 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 40 mm nominal size graded crushed coarse aggregates
| Cum | 6168.67 | 6168.67 | 3.26 | False | None | None | False | None | False | 20109.8642 | 0 | | 3211508 | 110586 | None | 004 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 450 mm dia
| Mtr | 2423.59 | 2423.59 | 145.0 | False | None | None | False | None | False | 351420.55 | 0 | | 3211509 | 110586 | None | 005 | Laying,Lowering and jointing of S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class ,rolling and lowering into trenches, laying true to line and level at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). RCC NP3 Class pipe of 450 mm dia.
| Mtr | 342.99 | 342.99 | 145.0 | False | None | None | False | None | False | 49733.55 | 0 | | 3211510 | 110586 | None | 006 | 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 | 273.98 | 273.98 | 13.05 | False | None | None | False | None | False | 3575.439 | 0 | | 3211511 | 110586 | None | 007 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay (non modular) bricks of class designation 3.5[PWD SR 2023-24 Vol:2, P.NO.126, I.No:13.53]
| Each | 5811.26 | 5811.26 | 15.0 | False | None | None | False | None | False | 87168.9 | 0 | | 3211512 | 110586 | None | 008 | Precast R.C.C. perforated slab
| Each | 901.25 | 901.25 | 15.0 | False | None | None | False | None | False | 13518.75 | 0 | | 3211513 | 110586 | None | 009 | Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/ m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete.
| Sqm | 1205.1 | 1205.1 | 86.4 | False | None | None | False | None | False | 104120.64 | 0 | | 3211514 | 110586 | None | 010 | Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 6828.9 | 6828.9 | 4.5 | False | None | None | False | None | False | 30730.05 | 0 |
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