1725432948000 | 0 | None | None | Other Works | Construction of drain and covering slab at left side of nalanda school road and passport office backside road ward no 30 under TCC limits. | 922327.71 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3914281 | 150972 | None | Code1 | Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trenches, foundation of 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.In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 132.6 | False | None | None | False | None | False | 33693.66 | 0 | 3914282 | 150972 | None | Code2 | 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 | 6288.45 | 6288.45 | 20.8 | False | None | None | False | None | False | 130799.76 | 0 | 3914283 | 150972 | None | Code3 | Providing and laying in 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 necessary, 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 | Cum | 6639.15 | 6639.15 | 39.0 | False | None | None | False | None | False | 258926.85 | 0 | 3914284 | 150972 | None | Code4 | Formwork As per the Recommendation of Technical working group rates for formwork shall be added on percentage basis to the finished concrete item rate. For Drain works consider 35% of item concrete rate (Corrigendum 3, 01.09.2022 for Appendix-I) | Cum | 2323.7 | 2323.7 | 23.4 | False | None | None | False | None | False | 54374.58 | 0 | 3914285 | 150972 | None | Code5 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification | Tonne | 82961.55 | 82961.55 | 2.93 | False | None | None | False | None | False | 243077.3415 | 0 | 3914286 | 150972 | None | Code6 | 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 | 279.3 | 279.3 | 23.4 | False | None | None | False | None | False | 6535.62 | 0 | 3914287 | 150972 | None | Code7 | Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/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 | 974.4 | 974.4 | 156.0 | False | None | None | False | None | False | 152006.4 | 0 | 3914288 | 150972 | None | Code8 | Labour charges for attending to repairs to the PVC pipes by earth work excavation cutting the old pipe installation and jointing of new pipes to the existing old pipe to the depth and line, level and perfect linking at joints including encasing the pipes alround to a depth of not less than 15cms with earth available including cost of all labour,hire charge of equipment,refilling the excavated trenches compacting,finishing neatly by giving satisfactory hydraulic test etc.,complete. For 63mm (0.075) to 315mm(0.787) | Mtr | 348.6 | 348.6 | 25.0 | False | None | None | False | None | False | 8715.0 | 0 | 3914289 | 150972 | None | Code9 | PVC pipe - OD 110mm and 6 Kg/sqcm | Mtr | 267.75 | 267.75 | 25.0 | False | None | None | False | None | False | 6693.75 | 0 | 3914290 | 150972 | None | Code10 | PVC pipe - OD 63mm and 4 Kg/sqcm | Mtr | 92.4 | 92.4 | 20.0 | False | None | None | False | None | False | 1848.0 | 0 | 3914291 | 150972 | None | Code11 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material to theappropriate disposal area as per direction of Engineer-in-charge. | Mtr | 190.05 | 190.05 | 135.0 | False | None | None | False | None | False | 25656.75 | 0 |
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