1719829052000 | 0 | None | None | Buildings | Construction of toilet near Shivanagara Narayana guru Mandira at ward no.51 in MCC limits | 412063.07 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3425625 | 121392 | None | code01 | 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 ordinary/soft rock without blasting upto 1.5 m depth | Cum | 304.64 | 304.64 | 11.96 | False | None | None | False | None | False | 3643.4944 | 0 | 3425626 | 121392 | None | code02 | 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 coarseaggregates | Cum | 5736.64 | 5736.64 | 3.04 | False | None | None | False | None | False | 17439.3856 | 0 | 3425627 | 121392 | None | code03 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6072.64 | 6072.64 | 18.67 | False | None | None | False | None | False | 113376.1888 | 0 | 3425628 | 121392 | None | code04 | Providing and constructing laterite size stone masonry including costand conveyance of all materials curing etc complete as per specificationI.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 forsaturated dry samples - For FOUNDATION in CM 1:6. | Cum | 6310.08 | 6310.08 | 1.32 | False | None | None | False | None | False | 8329.3056 | 0 | 3425629 | 121392 | None | code05 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification. I.S. 3620/1979 having compressive strength not less then 3.5 N/mm2 for saturated dry samples
For basement in CM 1:6 (Cement 45 kgs/M3) | Cum | 6373.92 | 6373.92 | 4.07 | False | None | None | False | None | False | 25941.8544 | 0 | 3425630 | 121392 | None | code06 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. | Sqm | 1059.52 | 1059.52 | 24.01 | False | None | None | False | None | False | 25439.0752 | 0 | 3425631 | 121392 | None | code07 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification. I.S. 3620/1979 having compressive strength not less then 3.5 N/mm2 for saturated dry samples
For Super structure in CM 1:6 (Cement 45 kgs/M3) | Cum | 6658.4 | 6658.4 | 8.57 | False | None | None | False | None | False | 57062.488 | 0 | 3425632 | 121392 | None | code08 | 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) | Cum | 8101.63 | 8101.63 | 4.22 | False | None | None | False | None | False | 34188.8786 | 0 | 3425633 | 121392 | None | code09 | Providing Thermo-Mechanically Treated bars of grade Fe-550D 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 | 100.8 | 100.8 | 396.29 | False | None | None | False | None | False | 39946.032 | 0 | 3425634 | 121392 | None | code10 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 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. | Sqm | 418.6 | 418.6 | 174.27 | False | None | None | False | None | False | 72949.422 | 0 | 3425635 | 121392 | None | code11 | Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. | Sqm | 789.6 | 789.6 | 17.41 | False | None | None | False | None | False | 13746.936 | 0 |
|