| 1720763026000 | 0 | None | None | Buildings | Construction of Community Hall at Maddina Maddi Ward No.09 in TMC Athani Limit. | 419674.12 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3512714 | 125925 | None | 001 | 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 CSR 2023-24 P.No 5 / I.No 1.4.1 Vol-1
| Cum | 254.1 | 254.1 | 10.73 | False | None | None | False | None | False | 2726.493 | 0 | | 3512715 | 125925 | None | 002 | 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.CSR 2023-24 P.No 15 / I.No 2.1.2 Vol-1.
| Cum | 5947.2 | 5947.2 | 5.32 | False | None | None | False | None | False | 31639.104 | 0 | | 3512716 | 125925 | None | 003 | 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 foundation CSR 2023-24 P.No 16 / I.No 2.3.1 Vol-1.
| Cum | 6639.15 | 6639.15 | 14.73 | False | None | None | False | None | False | 97794.6795 | 0 | | 3512717 | 125925 | None | 004 | Addendum I Percentage Additionalities for Formwork,Centering & Scaffolding As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below : Foundation, Sub structure (5%) SI No. 4 P.No. 111 S.R 2023-24 (Volume-I)
| Cum | 531.13 | 531.13 | 3.89 | False | None | None | False | None | False | 2066.0957 | 0 | | 3512718 | 125925 | None | 005 | Addendum I Percentage Additionalities for Formwork,Centering & Scaffolding As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below : Foundation, Sub structure (5%) SI No. 4 P.No. 111 S.R 2023-24 (Volume-I)
| Cum | 4647.41 | 4647.41 | 2.02 | False | None | None | False | None | False | 9387.7682 | 0 | | 3512719 | 125925 | None | 006 | Addendum I Percentage Additionalities for Formwork,Centering & Scaffolding As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below : Foundation, Sub structure (5%) SI No. 4 P.No. 111 S.R 2023-24 (Volume-I)
| Cum | 3319.58 | 3319.58 | 1.55 | False | None | None | False | None | False | 5145.349 | 0 | | 3512720 | 125925 | None | 007 | Addendum I Percentage Additionalities for Formwork,Centering & Scaffolding As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below : Foundation, Sub structure (5%) SI No. 4 P.No. 111 S.R 2023-24 (Volume-I)
| Cum | 3983.49 | 3983.49 | 1.91 | False | None | None | False | None | False | 7608.4659 | 0 | | 3512721 | 125925 | None | 008 | Addendum I Percentage Additionalities for Formwork,Centering & Scaffolding As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below : Foundation, Sub structure (5%) SI No. 4 P.No. 111 S.R 2023-24 (Volume-I)
| Cum | 3319.58 | 3319.58 | 4.69 | False | None | None | False | None | False | 15568.8302 | 0 | | 3512722 | 125925 | None | 009 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. It No. 2.11 H P.No. 18 C.S.R 2023-24 P.No. 19 / I.No. 2.11 a (Volume-I)
| Cum | 93929.85 | 93929.85 | 1.296 | False | None | None | False | None | False | 121733.0856 | 0 | | 3512723 | 125925 | None | 010 | 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 ofwork. PWD CSR 2023-24 Page No 14 I No 6.8 (Volume-I)
| Cum | 8367.45 | 8367.45 | 5.66 | False | None | None | False | None | False | 47359.767 | 0 | | 3512724 | 125925 | None | 011 | 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.CSR 2023-24 P No. 41/I No.8.3.1 Vol-2
| Sqm | 371.7 | 371.7 | 109.07 | False | None | None | False | None | False | 40541.319 | 0 | | 3512725 | 125925 | None | 012 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm. CSR 2023-24 P No. 60/I No.9.12.2 Vol-2
| Sqm | 1202.25 | 1202.25 | 19.17 | False | None | None | False | None | False | 23047.1325 | 0 | | 3512726 | 125925 | None | 012 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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.CSR 2023-24 P No. 45/I No.8.25 Vol-2
| Cum | 143.85 | 143.85 | 62.13 | False | None | None | False | None | False | 8937.4005 | 0 | | 3512727 | 125925 | None | 014 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality 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.CSR 2023-24 P No. 46/I No.8.30 Vol-2
| Cum | 182.7 | 182.7 | 33.49 | False | None | None | False | None | False | 6118.623 | 0 |
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