| 1719591556000 | 0 | None | None | Other Works | Construction of welcome board in HD Kote TMC Limit | 405463.2 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3405248 | 120228 | None | code1 | 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. CSR-2023-24 I.NO.1.14.1, PN-8 Volume -1 | Cum | 105.06 | 105.06 | 7.68 | False | None | None | False | None | False | 806.8608 | 0 | | 3405249 | 120228 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Revised Rate W.E.F From 04-01-2023. CSR-2023-24 I.NO.2.1.2, PN-15 VOLUME-1 2023-24 | Cum | 5833.92 | 5833.92 | 1.176 | False | None | None | False | None | False | 6860.68992 | 0 | | 3405250 | 120228 | None | code3 | Providing and laying in position Reinforced cement concrete for allSub structures of building, Irrigation works, Sub structure works ofbridges, Drain works & other parallel works from 0.50m to 3.50 mheight. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with superplasticisers, laid in layers, well compacted using needle vibrators,providing weep holes wherever necesary, including all lead & lifts, costof all materials of 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 technicalspecifications. (The cost of steel reinforcement & formwork to be paidseparately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Page No.17 Revised Rate W.E.F From 04-01- CSR-2023-24 I.NO.2.4.3, PN-16 VOLUME-1 2023-24 | Cum | 6526.08 | 6526.08 | 3.888 | False | None | None | False | None | False | 25373.39904 | 0 | | 3405251 | 120228 | None | code4 | 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). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.. Revised Rate W.E.F From 04-01-2023. CSR-2023-24 I.NO.2.5.2, PN-17 Volume -1 2023-24 | Cum | 7048.29 | 7048.29 | 10.08 | False | None | None | False | None | False | 71046.7632 | 0 | | 3405252 | 120228 | None | code5 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm 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.CSR 2023-24 I 6.32 P 17 V-2 | Sqm | 1768.5 | 1768.5 | 23.76 | False | None | None | False | None | False | 42019.56 | 0 | | 3405253 | 120228 | 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. CSR-2023-24 I.NO.1.10, PN-7 volume-1 2023-24 | Cum | 164.8 | 164.8 | 1.152 | False | None | None | False | None | False | 189.8496 | 0 | | 3405254 | 120228 | None | code7 | Appendix I Additionalities for Formwork, Centering & Scaffolding. Following additional percentage to be added to the finished rates of concrete of Buildings, Irrigation works, Water supply works, Roads & Bridges depending upon the type of structure. These percentages are worked out based on empirical mathematical approaches & exhaustive studies on the common standard sizes of the type of the structure of Buildings, Irrigation works, Bridges, Water works etc. The use rate of shuttering material is considered at 40 repetitions and type of material to be used is steel centering. CSR-2023-24 Addendum -1 PN-111 volume-1 2023-24 -Percentage on finished rate of concrete per m3. For Footing. (8%) | Cum | 522.08 | 522.08 | 3.888 | False | None | None | False | None | False | 2029.84704 | 0 | | 3405255 | 120228 | None | code8 | Appendix I Additionalities for Formwork, Centering & Scaffolding. Following additional percentage to be added to the finished rates of concrete of Buildings, Irrigation works, Water supply works, Roads & Bridges depending upon the type of structure. These percentages are worked out based on empirical mathematical approaches & exhaustive studies on the common standard sizes of the type of the structure of Buildings, Irrigation works, Bridges, Water works etc. The use rate of shuttering material is considered at 40 repetitions and type of material to be used is steel centering. CSR-2023-24 Addendum -1 PN-111 volume-1 2023-24 -Percentage on finished rate of concrete per m3. For Columns. (70%) | Cum | 4933.8 | 4933.8 | 4.68 | False | None | None | False | None | False | 23090.184 | 0 | | 3405256 | 120228 | None | code9 | Appendix I Additionalities for Formwork, Centering & Scaffolding. Following additional percentage to be added to the finished rates of concrete of Buildings, Irrigation works, Water supply works, Roads & Bridges depending upon the type of structure. These percentages are worked out based on empirical mathematical approaches & exhaustive studies on the common standard sizes of the type of the structure of Buildings, Irrigation works, Bridges, Water works etc. The use rate of shuttering material is considered at 40 repetitions and type of material to be used is steel centering. CSR-2023-24 Addendum -1 PN-111 volume-1 2023-24 Percentage on finished rate of concrete per m3. For Plinth Beams. (50%) | Cum | 3524.14 | 3524.14 | 3.24 | False | None | None | False | None | False | 11418.2136 | 0 | | 3405257 | 120228 | None | code10 | Appendix I Additionalities for Formwork, Centering & Scaffolding. Following additional percentage to be added to the finished rates of concrete of Buildings, Irrigation works, Water supply works, Roads & Bridges depending upon the type of structure. These percentages are worked out based on empirical mathematical approaches & exhaustive studies on the common standard sizes of the type of the structure of Buildings, Irrigation works, Bridges, Water works etc. The use rate of shuttering material is considered at 40 repetitions and type of material to be used is steel centering. CSR-2023-24 Addendum -1 PN-111 volume-1 2023-24 Percentage on finished rate of concrete per m3. For Plinth Beams. (50%)Percentage on finished rate of concrete per m3. For Lintel Beams and roof beams (60%) | Cum | 4228.97 | 4228.97 | 2.16 | False | None | None | False | None | False | 9134.5752 | 0 | | 3405258 | 120228 | None | code11 | Appendix I Additionalities for Formwork, Centering & Scaffolding. Following additional percentage to be added to the finished rates of concrete of Buildings, Irrigation works, Water supply works, Roads & Bridges depending upon the type of structure. These percentages are worked out based on empirical mathematical approaches & exhaustive studies on the common standard sizes of the type of the structure of Buildings, Irrigation works, Bridges, Water works etc. The use rate of shuttering material is considered at 40 repetitions and type of material to be used is steel centering. CSR-2023-24 Addendum -1 PN-111 volume-1 2023-24 Percentage on finished rate of concrete per m3. For Plinth Beams. (50%)Percentage on finished rate of concrete per m3.Percentage on finished rate of concrete per m3. For Roof. (50%) | Cum | 3524.14 | 3524.14 | 2.16 | False | None | None | False | None | False | 7612.1424 | 0 | | 3405259 | 120228 | None | code12 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.CSR 2023-24 Sl. No.2.11, Page No18 Volume1. | Cum | 92140.71 | 92140.71 | 1.5674 | False | None | None | False | None | False | 144421.348854 | 0 | | 3405260 | 120228 | None | code13 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished rough with sponge to brick masonry 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 I.NO.8.9, PN-42 Volume2. | Sqm | 519.75 | 519.75 | 75.3599 | False | None | None | False | None | False | 39168.308025 | 0 | | 3405261 | 120228 | None | code14 | 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 I.NO.8.30,VOLUME-2 PN-46 | Sqm | 295.8 | 295.8 | 75.3599 | False | None | None | False | None | False | 22291.45842 | 0 |
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