tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1709209983000 | 0 | None | None | Roads | Construction of Cement Concrete Road at Masidipura Village, Improvement of Hosa Masidipur to Korlagundi Village in Ballari Taluk. | 8168196.28 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2863731 | 93123 | None | IC: 1.14.1 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. (PWD Common SR 2023-24 Volume-I 1.4.1) | Cum | 110.25 | 110.25 | 787.28 | False | None | None | False | None | False | 86797.62 | 0 | 2863732 | 93123 | None | IC: 3.7 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (PWD Road SR 2023-24 Volume-3- 3.7) | Cum | 517.65 | 517.65 | 1841.85 | False | None | None | False | None | False | 953433.6525 | 0 | 2863733 | 93123 | None | IC: 1.8 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material Plant Mix Method (PWD Road SR 2021-22 Volume-1- 1.8) | Cum | 2611.35 | 2611.35 | 524.85 | False | None | None | False | None | False | 1370567.0475 | 0 | 2863734 | 93123 | None | IC: 3.6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. By Manual Means (b) Using Screening Type B (11.2mm agg) (PWD Road SR 2023-24 Volume-III -3.6) | Sqm | 2959.95 | 2959.95 | 334.23 | False | None | None | False | None | False | 989304.0885 | 0 | 2863735 | 93123 | None | IC: 4.1(v) | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarseaggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per
drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work (PWD Road SR 2023-24 Volume-III -4.1(v)) | Sqm | 7091.7 | 7091.7 | 668.47 | False | None | None | False | None | False | 4740588.699 | 0 | 2863736 | 93123 | None | IC: 4.13A(C) | Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (PWD Road SR 2023-24 Volume-III 4.13A(C)) | Cum | 10187.1 | 10187.1 | 2.7 | False | None | None | False | None | False | 27505.17 | 0 |
| 1709209983000 | 1 | None | None | Roads | Construction of Compound Wall at Masidipura Village in Ballari Taluk. | 3736465.9 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2863737 | 93124 | None | IC: 1.5.1 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth (Common Schedule rate 2023-24Volume-I Item Code-1.5.1) | Cum | 313.95 | 313.95 | 329.17 | False | None | None | False | None | False | 103342.9215 | 0 | 2863738 | 93124 | None | IC: 2.1.3 | 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 b 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 and down size graded crushed coarse aggregate (Common Schedule rate 2023-24Volume-I Item Code-2.1.3) | Cum | 6151.95 | 6151.95 | 56.79 | False | None | None | False | None | False | 349369.2405 | 0 | 2863739 | 93124 | None | IC: 1.10 | Refilling available earth around trenches/pipelines, cables in layersnot exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications (Common 2023-2024 PWD SR (Vol-1) Sl No. 1.10 P.No-7) | Cum | 168.0 | 168.0 | 265.82 | False | None | None | False | None | False | 44657.76 | 0 | 2863740 | 93124 | None | IC: 2.2.1 | Footing:-Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the 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 (Common Schedule rate 2023-2024Volume-I Item Code-2.2.1 Page No. 15) | Cum | 6601.35 | 6601.35 | 40.56 | False | None | None | False | None | False | 267750.756 | 0 | 2863741 | 93124 | None | IC: 2.2.1 | Additionalities for Formwork, Centering & Scaffolding 8% for Isoloted Footing | Cum | 528.1 | 528.1 | 40.56 | False | None | None | False | None | False | 21419.736 | 0 | 2863742 | 93124 | None | IC: 2.2.1 | Columns-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 finsishing concrete structure in line, 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))-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Common Schedule rate 2023-2024Volume-I Item Code-2.2.1 Page No. 15) | Cum | 6601.35 | 6601.35 | 6.56 | False | None | None | False | None | False | 43304.856 | 0 | 2863743 | 93124 | None | IC: 2.2.1 | Additionalities for Formwork, Centering & Scaffolding 70% for Columns | Cum | 4620.95 | 4620.95 | 6.56 | False | None | None | False | None | False | 30313.432 | 0 | 2863744 | 93124 | None | IC: 2.4.2 | Plinth Beam-providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necesary, including all lead & lifts, cost of 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 technical specifications. (The cost of steel reinforcement & formwork to be paid separately)-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Common Schedule rate 2023-2024Volume-I Item Code-2.4.2 Page No. 17) | Cum | 6639.15 | 6639.15 | 15.13 | False | None | None | False | None | False | 100450.3395 | 0 | 2863745 | 93124 | None | IC: 2.4.2 | Additionalities for Formwork, Centering & Scaffolding 50% for Plinth Beams | Cum | 3319.58 | 3319.58 | 15.13 | False | None | None | False | None | False | 50225.2454 | 0 | 2863746 | 93124 | None | IC: 2.5.1 | Columns Above Plinth & Beam-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 finsishing concrete structure in line, 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))-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Common Schedule rate 2023-2024Volume-I Item Code-2.5.1 Page No. 17) | Cum | 6961.5 | 6961.5 | 12.18 | False | None | None | False | None | False | 84791.07 | 0 | 2863747 | 93124 | None | IC: 2.5.1 | Additionalities for Formwork, Centering & Scaffolding 70% for columns | Cum | 4873.05 | 4873.05 | 9.5 | False | None | None | False | None | False | 46293.975 | 0 | 2863748 | 93124 | None | IC: 2.5.1 | Additionalities for Formwork, Centering & Scaffolding 60% for Beams | Cum | 4176.9 | 4176.9 | 2.68 | False | None | None | False | None | False | 11194.092 | 0 | 2863749 | 93124 | None | IC: 2.11 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more 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) (Common Schedule rate 2023-24Volume-I Item Code-2.11) | Tonne | 82961.55 | 82961.55 | 7.34 | False | None | None | False | None | False | 608937.777 | 0 | 2863750 | 93124 | None | IC: 5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (CSR 2023-2024 (Vol-2) Sl No. 5.4 P.No-9) | Cum | 6708.45 | 6708.45 | 88.39 | False | None | None | False | None | False | 592959.8955 | 0 | 2863751 | 93124 | None | IC: 6.8 | 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 of work. (CSR 2023-2024 (Vol-2) Sl No. 6.8 P.No-14) | Cum | 8367.45 | 8367.45 | 69.51 | False | None | None | False | None | False | 581621.4495 | 0 | 2863752 | 93124 | None | IC: 8.3.1 | 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. (Building 2023-2024 PWD SR (Vol-2) Sl No.8.3.1 P.No.41) | Sqm | 371.7 | 371.7 | 1040.37 | False | None | None | False | None | False | 386705.529 | 0 | 2863753 | 93124 | None | IC: 8.39 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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 (Building 2023-2024 PWD SR (Vol-2) Sl No.8.39 P.No.48) | Sqm | 133.35 | 133.35 | 1040.37 | False | None | None | False | None | False | 138733.3395 | 0 | 2863754 | 93124 | None | IC: 8.40 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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. (Common Schedule rate 2023-24Volume-I Item Code-8.40) | Sqm | 120.75 | 120.75 | 13.32 | False | None | None | False | None | False | 1608.39 | 0 | 2863755 | 93124 | None | IC: 11.25.2 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinerycomplete as per specifications and as per directions of the Engineer-inCharge (Common Schedule rate 2023-24Volume-I Item Code-11.25.2) | Kgs | 142.8 | 142.8 | 993.97 | False | None | None | False | None | False | 141938.916 | 0 | 2863756 | 93124 | None | IC: 10.15.1 | Providing and fixing of Aluminium composite panel of approved make and colour for wall cladding for Brick/Rcc/stone walls & coloumns/beams with necessary aluminium frame works at required level made out of 50x25x4mm C section or equivalent. The panel should consist of 3mm thick non-halogenated FR grade mineral based polymer ( 2 hrs fire resistance as per ASTM E119-12 and clause B, S1, do as per ENT 13501-1sandwiched between 0.50 skins thick aluminium sheet making a total panel thickness of 4mm. The surfaces will be finished with PVDF based coating on topsides and service coating on reverse sides would be in polyester paint. The system shall be fixed using GI brackets, aluminium L cleats and stainless steel bolts and nuts complete with spring washer and cap nuts and all other necessary accessories, sealing shall be done with necessary rods etc., complete (Common Schedule rate 2023-24Volume-I Item Code-10.15.1) | Sqm | 4188.45 | 4188.45 | 31.24 | False | None | None | False | None | False | 130847.178 | 0 |
| 1709209983000 | 0 | None | None | Roads | Construction of Compound Wall to New Government Higher Primary School at Bylachintha Village in Ballari Taluk. | 4994992.36 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2863757 | 93125 | None | IC: 1.5.1 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth (Common Schedule rate 2023-24Volume-I Item Code-1.5.1) | Cum | 313.95 | 313.95 | 342.91 | False | None | None | False | None | False | 107656.5945 | 0 | 2863758 | 93125 | None | IC: 2.1.3 | 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 b 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 and down size graded crushed coarse aggregate (Common Schedule rate 2023-24Volume-I Item Code-2.1.3) | Cum | 6151.95 | 6151.95 | 91.65 | False | None | None | False | None | False | 563826.2175 | 0 | 2863759 | 93125 | None | IC: 1.10 | Refilling available earth around trenches/pipelines, cables in layersnot exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications (Common 2023-2024 PWD SR (Vol-1) Sl No. 1.10 P.No-7) | Cum | 168.0 | 168.0 | 244.44 | False | None | None | False | None | False | 41065.92 | 0 | 2863760 | 93125 | None | IC: 2.2.1 | Footing:-Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the 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 (Common Schedule rate 2023-2024Volume-I Item Code-2.2.1 Page No. 15) | Cum | 6601.35 | 6601.35 | 42.25 | False | None | None | False | None | False | 278907.0375 | 0 | 2863761 | 93125 | None | IC: 2.2.1 | Additionalities for Formwork, Centering & Scaffolding 8% for Isoloted Footing | Cum | 528.11 | 528.11 | 42.25 | False | None | None | False | None | False | 22312.6475 | 0 | 2863762 | 93125 | None | IC: 2.2.1 | Columns-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 finsishing concrete structure in line, 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))-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Common Schedule rate 2023-2024Volume-I Item Code-2.2.1 Page No. 15) | Cum | 6601.35 | 6601.35 | 6.81 | False | None | None | False | None | False | 44955.1935 | 0 | 2863763 | 93125 | None | IC: 2.2.1 | Additionalities for Formwork, Centering & Scaffolding 70% for Columns | Cum | 4620.95 | 4620.95 | 6.81 | False | None | None | False | None | False | 31468.6695 | 0 | 2863764 | 93125 | None | IC: 2.4.2 | Plinth Beam-providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necesary, including all lead & lifts, cost of 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 technical specifications. (The cost of steel reinforcement & formwork to be paid separately)-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Common Schedule rate 2023-2024Volume-I Item Code-2.4.2 Page No. 17) | Cum | 6639.15 | 6639.15 | 15.76 | False | None | None | False | None | False | 104633.004 | 0 | 2863765 | 93125 | None | IC: 2.4.2 | Additionalities for Formwork, Centering & Scaffolding 50% for Plinth Beams | Cum | 3319.58 | 3319.58 | 15.76 | False | None | None | False | None | False | 52316.5808 | 0 | 2863766 | 93125 | None | IC: 2.5.1 | Columns Above Plinth & Beam-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 finsishing concrete structure in line, 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))-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Common Schedule rate 2023-2024Volume-I Item Code-2.5.1 Page No. 17) | Cum | 6961.5 | 6961.5 | 12.49 | False | None | None | False | None | False | 86949.135 | 0 | 2863767 | 93125 | None | IC: 2.5.1 | Additionalities for Formwork, Centering & Scaffolding 70% for columns | Cum | 4873.05 | 4873.05 | 9.81 | False | None | None | False | None | False | 47804.6205 | 0 | 2863768 | 93125 | None | IC: 2.5.1 | Additionalities for Formwork, Centering & Scaffolding 60% for Beams | Cum | 4176.9 | 4176.9 | 2.68 | False | None | None | False | None | False | 11194.092 | 0 | 2863769 | 93125 | None | IC: 2.11 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more 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) (Common Schedule rate 2023-24Volume-I Item Code-2.11) | Tonne | 82961.55 | 82961.55 | 7.64 | False | None | None | False | None | False | 633826.242 | 0 | 2863770 | 93125 | None | IC: 5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (CSR 2023-2024 (Vol-2) Sl No. 5.4 P.No-9) | Cum | 6708.45 | 6708.45 | 90.42 | False | None | None | False | None | False | 606578.049 | 0 | 2863771 | 93125 | None | IC: 6.8 | 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 of work. (CSR 2023-2024 (Vol-2) Sl No. 6.8 P.No-14) | Cum | 8367.45 | 8367.45 | 72.2 | False | None | None | False | None | False | 604129.89 | 0 | 2863772 | 93125 | None | IC: 8.3.1 | 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. (Building 2023-2024 PWD SR (Vol-2) Sl No.8.3.1 P.No.41) | Sqm | 371.7 | 371.7 | 1084.67 | False | None | None | False | None | False | 403171.839 | 0 | 2863773 | 93125 | None | IC: 8.39 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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 (Building 2023-2024 PWD SR (Vol-2) Sl No.8.39 P.No.48) | Sqm | 133.35 | 133.35 | 1040.37 | False | None | None | False | None | False | 138733.3395 | 0 | 2863774 | 93125 | None | IC: 8.40 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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. (Common Schedule rate 2023-24Volume-I Item Code-8.40) | Sqm | 120.75 | 120.75 | 13.32 | False | None | None | False | None | False | 1608.39 | 0 | 2863775 | 93125 | None | IC: 11.25.2 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinerycomplete as per specifications and as per directions of the Engineer-inCharge (Common Schedule rate 2023-24Volume-I Item Code-11.25.2) | Kgs | 142.8 | 142.8 | 993.97 | False | None | None | False | None | False | 141938.916 | 0 | 2863776 | 93125 | None | IC: 10.15.1 | Providing and fixing of Aluminium composite panel of approved make and colour for wall cladding for Brick/Rcc/stone walls & coloumns/beams with necessary aluminium frame works at required level made out of 50x25x4mm C section or equivalent. The panel should consist of 3mm thick non-halogenated FR grade mineral based polymer ( 2 hrs fire resistance as per ASTM E119-12 and clause B, S1, do as per ENT 13501-1sandwiched between 0.50 skins thick aluminium sheet making a total panel thickness of 4mm. The surfaces will be finished with PVDF based coating on topsides and service coating on reverse sides would be in polyester paint. The system shall be fixed using GI brackets, aluminium L cleats and stainless steel bolts and nuts complete with spring washer and cap nuts and all other necessary accessories, sealing shall be done with necessary rods etc., complete (Common Schedule rate 2023-24Volume-I Item Code-10.15.1) | Sqm | 4188.45 | 4188.45 | 31.24 | False | None | None | False | None | False | 130847.178 | 0 | 2863777 | 93125 | None | IC: 9.23 | Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of
Engineer-in-charge (Common Schedule rate 2023-24Volume-I Item Code-9.23) | Sqm | 840.0 | 840.0 | 720.0 | False | None | None | False | None | False | 604800.0 | 0 | 2863778 | 93125 | None | IC: 1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work (CSR 2023-24 Volume-I Sl.no-1.8) | Cum | 497.7 | 497.7 | 324.0 | False | None | None | False | None | False | 161254.8 | 0 | 2863779 | 93125 | None | IC: 8.42.3 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 600 x 300 x 150 mm size (CSR 2023-24 Volume-III Sl.no-8.42.3) | Mtr | 486.15 | 486.15 | 360.0 | False | None | None | False | None | False | 175014.0 | 0 |
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