tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1719460104000 | 0 | None | None | Other Works | Construction of CC drain from Parameshwarappa achari house to Araganahalli Krishnappas house in Sidegallu village | 503979.0 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3372221 | 118693 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trenches, foundation of bridges andsuch simillar works in all kinds of soils , as per drawing and technicalspecifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter,excavated surface leveled and sides neatly dressed disposing off theexcavated stuff or sorting & stacking the selected stuff for reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools & otherappurtenaces required to complete the work. (PWD CSR 2023-24 VOL-I S.No. 1.4.1 P.No.5 ) | Cum | 254.1 | 254.1 | 40.0 | False | None | None | False | None | False | 10164.0 | 0 | 3372222 | 118693 | None | code02 | 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 CSR 2023-24VOL-3, SLNo. 3.7, P.No.15 ) | Cum | 110.25 | 110.25 | 30.0 | False | None | None | False | None | False | 3307.5 | 0 | 3372223 | 118693 | None | code03 | Construction of granular sub-base : Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -VI Material ( PWD CSR 2023-24 VOL-3, SL.No.4.2 (B) (VI) P.No. 19 ) | Cum | 2555.7 | 2555.7 | 20.0 | False | None | None | False | None | False | 51114.0 | 0 | 3372224 | 118693 | None | code04 | 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, pplying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density., by Mechanical means (ii) Grading-II (53 mm to 22.4 mm) (b) Using Screening Type B (11.2mm agg) (PWD CSR 2023-24VOL-3, SL..NO 4.24 (B) (II b) P.No.24 ) | Cum | 2526.3 | 2526.3 | 15.0 | False | None | None | False | None | False | 37894.5 | 0 | 3372225 | 118693 | None | code05 | Providing and constructing un-reinforced plain cementconcrete pavement, thickness as per design, over aprepared sub base, with 43 grade cement or any othertype as per Clause 1501.2.2 M20 (Grade), coarse andfine aggregates conforming to IS:383, maximum sizeof coarse aggregate not exceeding 25 mm, mixed ina concrete mixer of not less than 0.2 m3 capacity andappropriate 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 asper drawing), spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibrators andfinished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and conveyance of allmaterials, labour, equipments etc., complete. as per thedirections of the Engineer-in-charge of the work. PWD CSR 2023-24 VOL-3, SL.No.16.27 P.No. 148) | Cum | 6691.65 | 6691.65 | 60.0 | False | None | None | False | None | False | 401499.0 | 0 |
| 1719460104000 | 0 | None | None | Other Works | Fomation of Entrance Gate near GHP school in Sidegallu village | 331939.19 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3372226 | 118694 | None | code01 | 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. PWD DSR.2023-24/V-1 , Pg-5 Item No.1.4.1 Rs.242/cum | Cum | 254.1 | 254.1 | 15.88 | False | None | None | False | None | False | 4035.108 | 0 | 3372227 | 118694 | None | code02 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) uptoplinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) PWD DSR. 2023-24/ Pg-9 Item No.5.1.1 Rs.5611 .00/cum | Cum | 5891.55 | 5891.55 | 2.65 | False | None | None | False | None | False | 15612.6075 | 0 | 3372228 | 118694 | None | code03 | 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) PWD DSR.2023-24/ Pg-15 Item No.2.2.1.1 Rs. 6287.00/cum | Cum | 6601.35 | 6601.35 | 3.0 | False | None | None | False | None | False | 19804.05 | 0 | 3372229 | 118694 | None | code04 | 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 1:4 (1 cement : 4 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 .PWD DSR.2023-24/ Pg-13 Item No.6.7 Rs. 8211.00/cum v-2 | Cum | 8621.55 | 8621.55 | 1.35 | False | None | None | False | None | False | 11639.0925 | 0 | 3372230 | 118694 | None | code05 | 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) PWD DSR.2023-24/ Pg-15 Item No.2.2.1.1 Rs. 6287.00/cum | Cum | 6601.35 | 6601.35 | 7.4 | False | None | None | False | None | False | 48849.99 | 0 | 3372231 | 118694 | None | code06 | 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) PWD DSR.2023-24/ Pg-15 Item No.2.2.1.1 Rs. 6287.00/cum | Cum | 6601.35 | 6601.35 | 2.63 | False | None | None | False | None | False | 17361.5505 | 0 | 3372232 | 118694 | None | code07 | 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. PWD DSR.2023-24/ Pg-16 Item No.2.5.1 Rs.6630.00/cum | Cum | 6961.5 | 6961.5 | 2.03 | False | None | None | False | None | False | 14131.845 | 0 | 3372233 | 118694 | None | code08 | Form work, centering and scaffolding for Columns & Piers,PWD SR2023-24 V-1 INO 8 P-115 Rs.6287.00 | Cum | 4621.3 | 4621.3 | 2.63 | False | None | None | False | None | False | 12154.019 | 0 | 3372234 | 118694 | None | code09 | Form work, centering and scaffolding for Beams & Lintels of Building, PWD SR2023-24 V-1 INO 12 P-115 Rs.6630.00 | Sqm | 4176.9 | 4176.9 | 2.025 | False | None | None | False | None | False | 8458.2225 | 0 | 3372235 | 118694 | None | code10 | Form work, centering and scaffolding for Roof Slab & Stair case (Straight & Arched) of Building,PWD SR2023-24 V-1 INO8 9-115 Rs.6287.00 | Sqm | 4176.9 | 4176.9 | 1.8 | False | None | None | False | None | False | 7518.42 | 0 | 3372236 | 118694 | None | code11 | 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR2023-24 V-1 INO8 9-115 Rs.6287.00 | Cum | 6961.5 | 6961.5 | 1.8 | False | None | None | False | None | False | 12530.7 | 0 | 3372237 | 118694 | None | code12 | 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 | Kg | 93.92 | 93.92 | 1367.73 | False | None | None | False | None | False | 128457.2016 | 0 | 3372238 | 118694 | None | code13 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) 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 PWD DSR.2023-24/V-2, Pg-114 I No. 8.2.1 Rs.295.00/sqm | Sqm | 309.75 | 309.75 | 18.0 | False | None | None | False | None | False | 5575.5 | 0 | 3372239 | 118694 | None | code14 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @1.43 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 . PWD DSR.2023-24/V-2, Pg- 46 I No.8.31 Rs. 178.00/sqm | Sqm | 186.9 | 186.9 | 38.1 | False | None | None | False | None | False | 7120.89 | 0 | 3372240 | 118694 | None | code15 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineerin-Charge.PWD SR. 2023-24/ Pg- 84 I No.11.26.1 Rs.138.00/Kg | Kg | 144.9 | 144.9 | 100.0 | False | None | None | False | None | False | 14490.0 | 0 | 3372241 | 118694 | None | code16 | Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge | Sq CM | 4.2 | 4.2 | 1000.0 | False | None | None | False | None | False | 4200.0 | 0 |
| 1719460104000 | 0 | None | None | Other Works | Construction of CC Drain from Parameshwarappa house to Choudki Nagendrappa house in Sidegallu village | 115011.79 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3372242 | 118695 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trenches, foundation of bridges andsuch simillar works in all kinds of soils , as per drawing and technicalspecifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter,excavated surface leveled and sides neatly dressed disposing off theexcavated stuff or sorting & stacking the selected stuff for reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools & otherappurtenaces required to complete the work. (PWD CSR 2023-24 VOL-I S.No. 1.4.1 P.No.5 ) | Cum | 254.1 | 254.1 | 12.15 | False | None | None | False | None | False | 3087.315 | 0 | 3372243 | 118695 | 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 pertechnical specifications. (The cost of steel reinforcement & formwork Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates PWD DSR.2023-24/ Pg-15 Item No.2.1.3 Rs.6217.00/cum | Cum | 6527.85 | 6527.85 | 2.03 | False | None | None | False | None | False | 13251.5355 | 0 | 3372244 | 118695 | None | code03 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) uptoplinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) PWD DSR. 2023-24/ Pg-9 Item No.5.1.1 Rs.5611 .00/cum | Cum | 5891.55 | 5891.55 | 6.08 | False | None | None | False | None | False | 35820.624 | 0 | 3372245 | 118695 | None | code04 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.PWD DSR.2023-24/ Pg-44 Item No .8.19.1 Rs .255.00/Sqm | Sqm | 267.75 | 267.75 | 13.5 | False | None | None | False | None | False | 3614.625 | 0 | 3372246 | 118695 | None | code05 | 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 pertechnical specifications. (The cost of steel reinforcement & formwork Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates PWD DSR.2023-24/ Pg-15 Item No.2.1.3 Rs.6201.00/cum | Cum | 6527.85 | 6527.85 | 1.01 | False | None | None | False | None | False | 6593.1285 | 0 | 3372247 | 118695 | None | code06 | 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) PWD DSR.2023-24/ Pg-15 Item No.2.2.1.1 Rs. 6595.00/cum | Cum | 6601.35 | 6601.35 | 0.81 | False | None | None | False | None | False | 5347.0935 | 0 | 3372248 | 118695 | None | code07 | 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 PWD DSR.2023-24/V-1, Pg-84 I No. 2.11A Rs.89457/MT | Kg | 82.96 | 82.96 | 68.85 | False | None | None | False | None | False | 5711.796 | 0 | 3372249 | 118695 | None | code08 | Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trenches, foundation of bridges andsuch simillar works in all kinds of soils , as per drawing and technicalspecifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter,excavated surface leveled and sides neatly dressed disposing off theexcavated stuff or sorting & stacking the selected stuff for reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools & otherappurtenaces required to complete the work. (PWD CSR 2023-24 VOL-I S.No. 1.4.1 P.No.5 ) | Cum | 254.1 | 254.1 | 4.5 | False | None | None | False | None | False | 1143.45 | 0 | 3372250 | 118695 | None | code09 | 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 CSR 2023-24VOL-3, SLNo. 3.7, P.No.15 ) | Cum | 110.25 | 110.25 | 3.0 | False | None | None | False | None | False | 330.75 | 0 | 3372251 | 118695 | None | code10 | Construction of granular sub-base : Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -VI Material ( PWD CSR 2023-24 VOL-3, SL.No.4.2 (B) (VI) P.No. 19 ) | Cum | 2555.7 | 2555.7 | 3.6 | False | None | None | False | None | False | 9200.52 | 0 | 3372252 | 118695 | None | code11 | 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, pplying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density., by Mechanical means (ii) Grading-II (53 mm to 22.4 mm) (b) Using Screening Type B (11.2mm agg) (PWD CSR 2023-24VOL-3, SL..NO 4.14 (B) (II b) P.No.26 )Rs.2406.00/cum | Cum | 2526.3 | 2526.3 | 2.7 | False | None | None | False | None | False | 6821.01 | 0 | 3372253 | 118695 | None | code12 | Providing and constructing un-reinforced plain cementconcrete pavement, thickness as per design, over aprepared sub base, with 43 grade cement or any othertype as per Clause 1501.2.2 M20 (Grade), coarse andfine aggregates conforming to IS:383, maximum sizeof coarse aggregate not exceeding 25 mm, mixed ina concrete mixer of not less than 0.2 m3 capacity andappropriate 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 asper drawing), spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibrators andfinished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and conveyance of allmaterials, labour, equipments etc., complete. as per thedirections of the Engineer-in-charge of the work. PWD CSR 2023-24 VOL-3, SL.No.16.27 P.No. 148) | Cum | 6691.65 | 6691.65 | 3.6 | False | None | None | False | None | False | 24089.94 | 0 |
| 1719460104000 | 0 | None | None | Other Works | Construction of CC road infront of Anganawadi and old Gramapanchayath building in Sidegallu village | 251375.58 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3372254 | 118696 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trenches, foundation of bridges andsuch simillar works in all kinds of soils , as per drawing and technicalspecifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter,excavated surface leveled and sides neatly dressed disposing off theexcavated stuff or sorting & stacking the selected stuff for reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools & otherappurtenaces required to complete the work. (PWD CSR 2023-24 VOL-I S.No. 1.4.1 P.No.5 ) | Cum | 254.1 | 254.1 | 25.08 | False | None | None | False | None | False | 6372.828 | 0 | 3372255 | 118696 | None | code02 | 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 CSR 2023-24VOL-3, SLNo. 3.7, P.No.15 ) | Cum | 110.25 | 110.25 | 25.08 | False | None | None | False | None | False | 2765.07 | 0 | 3372256 | 118696 | None | code03 | Construction of granular sub-base : Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -VI Material ( PWD CSR 2023-24 VOL-3, SL.No.4.2 (B) (VI) P.No. 19 ) | Cum | 2555.7 | 2555.7 | 16.72 | False | None | None | False | None | False | 42731.304 | 0 | 3372257 | 118696 | None | code04 | 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, pplying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density., by Mechanical means (ii) Grading-II (53 mm to 22.4 mm) (b) Using Screening Type B (11.2mm agg) (PWD CSR 2023-24VOL-3, SL.NO 4.14 (c) (II b) P.No.26 )Rs.2406.00/cum | Cum | 2526.3 | 2526.3 | 12.54 | False | None | None | False | None | False | 31679.802 | 0 | 3372258 | 118696 | None | code05 | Providing and constructing un-reinforced plain cementconcrete pavement, thickness as per design, over aprepared sub base, with 43 grade cement or any othertype as per Clause 1501.2.2 M20 (Grade), coarse andfine aggregates conforming to IS:383, maximum sizeof coarse aggregate not exceeding 25 mm, mixed ina concrete mixer of not less than 0.2 m3 capacity andappropriate 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 asper drawing), spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibrators andfinished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and conveyance of allmaterials, labour, equipments etc., complete. as per thedirections of the Engineer-in-charge of the work. PWD CSR 2023-24 VOL-3, SL.No.16.27 P.No. 148) | Cum | 6691.65 | 6691.65 | 25.08 | False | None | None | False | None | False | 167826.582 | 0 |
| 1719460104000 | 0 | None | None | Other Works | Construction of compound wall to GHP school in sidegallu village | 252653.71 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3372259 | 118697 | None | code01 | 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. PWD DSR.2023-24/V-1 , Pg-5 Item No.1.4.1 Rs.242/cum | Cum | 254.1 | 254.1 | 16.88 | False | None | None | False | None | False | 4289.208 | 0 | 3372260 | 118697 | 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 pertechnical specifications. (The cost of steel reinforcement & formwork Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates PWD DSR.2023-24/ Pg-15 Item No.2.1.3 Rs.5989.00/cum | Cum | 6288.45 | 6288.45 | 2.36 | False | None | None | False | None | False | 14840.742 | 0 | 3372261 | 118697 | None | code03 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) uptoplinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)PWD DSR. 2023-24/ Pg-9 Item No.5.1.1 Rs.5611 .00/cum | Cum | 5891.55 | 5891.55 | 5.4 | False | None | None | False | None | False | 31814.37 | 0 | 3372262 | 118697 | None | code04 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)PWD DSR.2023-24/ Pg-9 Item No.5.4 Rs.6389/cum | Cum | 6708.45 | 6708.45 | 3.04 | False | None | None | False | None | False | 20393.688 | 0 | 3372263 | 118697 | None | code05 | 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) PWD DSR.2023-24/ Pg-15 Item No.2.2.1.1 Rs. 6595.00/cum | Cum | 6924.75 | 6924.75 | 2.03 | False | None | None | False | None | False | 14057.2425 | 0 | 3372264 | 118697 | None | code06 | 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) PWD DSR.2023-24/ Pg-15 Item No.2.2.1.1 Rs. 6595.00/cum | Cum | 6924.75 | 6924.75 | 1.08 | False | None | None | False | None | False | 7478.73 | 0 | 3372265 | 118697 | None | code07 | Form work, centering and scaffolding for Columns & Piers, PWD SR 2023-24 V-1 I No:8 P-115 | Sqm | 4847.33 | 4847.33 | 1.08 | False | None | None | False | None | False | 5235.1164 | 0 | 3372266 | 118697 | None | code08 | 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 | Kg | 93.92 | 93.92 | 240.3 | False | None | None | False | None | False | 22568.976 | 0 | 3372267 | 118697 | None | code09 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. | Sqm | 267.75 | 267.75 | 13.5 | False | None | None | False | None | False | 3614.625 | 0 | 3372268 | 118697 | None | code10 | 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 1:4 (1 cement : 4 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 .PWD DSR.2023-24/ Pg-13 Item No.6.7 Rs. 8211.00/cum | Cum | 8621.55 | 8621.55 | 5.38 | False | None | None | False | None | False | 46383.939 | 0 | 3372269 | 118697 | None | code11 | 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.PWD DSR.2023-24/V-2, Pg-42 I No. 8.8 Rs.371.00/sqm | Sqm | 389.55 | 389.55 | 48.6 | False | None | None | False | None | False | 18932.13 | 0 | 3372270 | 118697 | None | code12 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @1.43 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 PWD DSR.2023-24/V-2, Pg- 46 I No.8.31 Rs. 178.00/sqm | Sqm | 186.9 | 186.9 | 222.6 | False | None | None | False | None | False | 41603.94 | 0 | 3372271 | 118697 | None | code13 | 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 machinery complete as per specifications and as per directions of the Engineer-in-Charge | Sqm | 141.75 | 141.75 | 92.0 | False | None | None | False | None | False | 13041.0 | 0 | 3372272 | 118697 | None | code14 | Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions
of Engineer-in-charge.PWD SR. 2021-22/ Pg- 49 I No.8.49 Rs.4.00/cm | Sq CM | 4.2 | 4.2 | 2000.0 | False | None | None | False | None | False | 8400.0 | 0 |
| 1719460104000 | 0 | None | None | Other Works | Construction CC drain from Maremma temple to Harijana parameshwarappa house in Sidegallu village | 252632.03 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3372273 | 118698 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trenches, foundation of bridges andsuch simillar works in all kinds of soils , as per drawing and technicalspecifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter,excavated surface leveled and sides neatly dressed disposing off theexcavated stuff or sorting & stacking the selected stuff for reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools & otherappurtenaces required to complete the work. (PWD CSR 2023-24 VOL-I S.No. 1.4.1 P.No.5 ) | Cum | 254.1 | 254.1 | 24.3 | False | None | None | False | None | False | 6174.63 | 0 | 3372274 | 118698 | 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 pertechnical specifications. (The cost of steel reinforcement & formwork Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates PWD DSR.2023-24/ Pg-15 Item No.2.1.3 Rs.6201.00/cum | Cum | 6511.05 | 6511.05 | 6.08 | False | None | None | False | None | False | 39587.184 | 0 | 3372275 | 118698 | None | code03 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) uptoplinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) PWD DSR. 2023-24/ Pg-9 Item No.5.1.1 Rs.5611 .00/cum | Cum | 5891.55 | 5891.55 | 12.15 | False | None | None | False | None | False | 71582.3325 | 0 | 3372276 | 118698 | None | code04 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.PWD DSR.2023-24/ Pg-44 Item No .8.19.1 Rs .255.00/Sqm | Sqm | 267.75 | 267.75 | 27.0 | False | None | None | False | None | False | 7229.25 | 0 | 3372277 | 118698 | None | code05 | 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 pertechnical specifications. (The cost of steel reinforcement & formwork Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates PWD DSR.2023-24/ Pg-15 Item No.2.1.3 Rs.6201.00/cum | Cum | 6511.05 | 6511.05 | 2.03 | False | None | None | False | None | False | 13217.4315 | 0 | 3372278 | 118698 | None | code06 | 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) PWD DSR.2023-24/ Pg-15 Item No.2.2.1.1 Rs. 6595.00/cum | Cum | 6924.75 | 6924.75 | 2.7 | False | None | None | False | None | False | 18696.825 | 0 | 3372279 | 118698 | None | code07 | 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 PWD DSR.2023-24/V-1, Pg-84 I No. 2.11A Rs.89457/MT | Kg | 93.92 | 93.92 | 275.4 | False | None | None | False | None | False | 25865.568 | 0 | 3372280 | 118698 | None | code08 | Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trenches, foundation of bridges andsuch simillar works in all kinds of soils , as per drawing and technicalspecifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter,excavated surface leveled and sides neatly dressed disposing off theexcavated stuff or sorting & stacking the selected stuff for reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools & otherappurtenaces required to complete the work. (PWD CSR 2023-24 VOL-I S.No. 1.4.1 P.No.5 ) | Cum | 254.1 | 254.1 | 17.33 | False | None | None | False | None | False | 4403.553 | 0 | 3372281 | 118698 | None | code09 | 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 CSR 2023-24VOL-3, SLNo. 3.7, P.No.15 ) | Cum | 110.25 | 110.25 | 8.66 | False | None | None | False | None | False | 954.765 | 0 | 3372282 | 118698 | None | code10 | Construction of granular sub-base : Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -VI Material ( PWD CSR 2023-24 VOL-3, SL.No.4.2 (B) (VI) P.No. 19 ) | Cum | 2555.7 | 2555.7 | 5.78 | False | None | None | False | None | False | 14771.946 | 0 | 3372283 | 118698 | None | code11 | 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, pplying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density., by Mechanical means (ii) Grading-II (53 mm to 22.4 mm) (b) Using Screening Type B (11.2mm agg) (PWD CSR 2023-24VOL-3, SL..NO 4.24 (B) (II b) P.No.24 ) | Cum | 2649.15 | 2649.15 | 4.33 | False | None | None | False | None | False | 11470.8195 | 0 | 3372284 | 118698 | None | code12 | Providing and constructing un-reinforced plain cementconcrete pavement, thickness as per design, over aprepared sub base, with 43 grade cement or any othertype as per Clause 1501.2.2 M20 (Grade), coarse andfine aggregates conforming to IS:383, maximum sizeof coarse aggregate not exceeding 25 mm, mixed ina concrete mixer of not less than 0.2 m3 capacity andappropriate 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 asper drawing), spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibrators andfinished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and conveyance of allmaterials, labour, equipments etc., complete. as per thedirections of the Engineer-in-charge of the work. PWD CSR 2023-24 VOL-3, SL.No.16.27 P.No. 148) | Cum | 6691.65 | 6691.65 | 5.78 | False | None | None | False | None | False | 38677.737 | 0 |
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