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titleImplimantation of Pradhana Mantri Adi Adarsha Grama Yojana at Kumathi Village (ST reserved work)
descriptionImplimantation of Pradhana Mantri Adi Adarsha Grama Yojana at Kumathi Village (ST reserved work)
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17194604710000NoneNoneOther WorksConstruction of Drain from Guruboodu house to AK Malleshappa house in Kumathi village168264.7
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3372333118704Nonecode01Earth 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/cumCum254.1254.124.26FalseNoneNoneFalseNoneFalse6164.4660
3372334118704Nonecode02Providing 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/V-1 , Pg-15 Item No.2.1.3 Rs.5989.00/cumCum6288.456288.454.41FalseNoneNoneFalseNoneFalse27732.06450
3372335118704Nonecode03Providing and laying in position 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 necessary, 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD DSR.2023-24/ Pg-16 Item No.2.4.2 Rs.6323.00/cumCum8852.28852.28.82FalseNoneNoneFalseNoneFalse78076.4040
3372336118704Nonecode04Providing 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/MTMT93.9393.93556.71FalseNoneNoneFalseNoneFalse52291.77030
3372337118704Nonecode05Providing and fixing name boardEach4000.04000.01.0FalseNoneNoneFalseNoneFalse4000.00
17194604710000NoneNoneOther Worksconstruction of cc road from maliyamma temple to mallikarjuna house in Kumathi village252606.83
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3372338118705Nonecode01Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, Ordinary soil upto 3 m depth (PWD CSR 2023-24 VOL-1 S.No. 1.4.1 P.No.5 ) Rs:242.00/cumCum254.1254.143.04FalseNoneNoneFalseNoneFalse10936.4640
3372339118705Nonecode02Compacting original ground supporting embankment 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 SR 2023-24 V-III P 17 I.No.3.7 Rs.105.00/cumCum110.25110.2532.28FalseNoneNoneFalseNoneFalse3558.870
3372340118705Nonecode03Construction 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..PWD SR 2023-24 V-I P 7 I.No.1.8 Rs.474.00/cumCum497.7497.721.52FalseNoneNoneFalseNoneFalse10710.5040
3372341118705Nonecode04Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired densityPWD CSR 2023-24 VOL-3, SL.No.4.17 (A) P.No. 26 Rs.2559.00/cum)Cum2686.952686.9516.14FalseNoneNoneFalseNoneFalse43367.3730
3372342118705Nonecode05Construction of 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 claue 1501.2.2 design mix M20 (grade ), coarse and fine aggregates confirming to IS 383, maximum size of coarse aggregate not exceedng 25mm, 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 thickness polythene film, wedges, steel plates including levelling the formwork as per draqwings ), spreading the concrete with shoes, rakes, compacted using needle, screeed and plate vibrators and finished in continuous operation including provision of contraction and expansion, consstruction joints, primer, sealant, curing of concrete slabs for 14-days , and water finishing to line and grade as per drawing and technical specifications clause 1501.PWD CSR 2023-24 VOL-3, SL.No.16.27 P.No. 148) Rs.6374.00/cumCum6692.76692.726.9FalseNoneNoneFalseNoneFalse180033.630
3372343118705Nonecode06Providing and fixing name boardEach4000.04000.01.0FalseNoneNoneFalseNoneFalse4000.00
17194604710000NoneNoneOther WorksConstruction of CC road from Siddalingaiah swamy temple to Kareningaiah hous in Kumathi village210556.24
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3372344118706Nonecode01Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, Ordinary soil upto 3 m depth (PWD CSR 2023-24 VOL-1 S.No. 1.4.1 P.No.5 ) Rs:242.00/cumCum254.1254.135.76FalseNoneNoneFalseNoneFalse9086.6160
3372345118706Nonecode02Compacting original ground supporting embankment 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 SR 2023-24 V-III P 17 I.No.3.7 Rs.105.00/cumCum110.25110.2526.82FalseNoneNoneFalseNoneFalse2956.9050
3372346118706Nonecode03Construction 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..PWD SR 2023-24 V-I P 7 I.No.1.8 Rs.474.00/cumCum497.7497.717.88FalseNoneNoneFalseNoneFalse8898.8760
3372347118706Nonecode04Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired densityPWD CSR 2023-24 VOL-3, SL.No.4.17 (A) P.No. 26 Rs.2559.00/cum)Cum2686.952686.9513.41FalseNoneNoneFalseNoneFalse36031.99950
3372348118706Nonecode05Construction of 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 claue 1501.2.2 design mix M20 (grade ), coarse and fine aggregates confirming to IS 383, maximum size of coarse aggregate not exceedng 25mm, 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 thickness polythene film, wedges, steel plates including levelling the formwork as per draqwings ), spreading the concrete with shoes, rakes, compacted using needle, screeed and plate vibrators and finished in continuous operation including provision of contraction and expansion, consstruction joints, primer, sealant, curing of concrete slabs for 14-days , and water finishing to line and grade as per drawing and technical specifications clause 1501.PWD CSR 2023-24 VOL-3, SL.No.16.27 P.No. 148) Rs.6374.00/cumCum6692.76692.722.35FalseNoneNoneFalseNoneFalse149581.8450
3372349118706Nonecode06Providing and fixing name boardEach4000.04000.01.0FalseNoneNoneFalseNoneFalse4000.00
17194604710000NoneNoneOther WorksConstruction of cc road from Tootada boraiah house to Pujari obaiah house in Kumathi village210474.93
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3372350118707Nonecode01Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, Ordinary soil upto 3 m depth (PWD CSR 2023-24 VOL-1 S.No. 1.4.1 P.No.5 ) Rs:242.00/cumCum254.1254.135.75FalseNoneNoneFalseNoneFalse9084.0750
3372351118707Nonecode02Compacting original ground supporting embankment 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 SR 2023-24 V-III P 17 I.No.3.7 Rs.105.00/cumCum110.25110.2526.81FalseNoneNoneFalseNoneFalse2955.80250
3372352118707Nonecode03Construction 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..PWD SR 2023-24 V-I P 7 I.No.1.8 Rs.474.00/cumCum497.7497.717.88FalseNoneNoneFalseNoneFalse8898.8760
3372353118707Nonecode04Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired densityPWD CSR 2023-24 VOL-3, SL.No.4.17 (A) P.No. 26 Rs.2559.00/cum)Cum2686.952686.9513.406FalseNoneNoneFalseNoneFalse36021.25170
3372354118707Nonecode05Construction of 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 claue 1501.2.2 design mix M20 (grade ), coarse and fine aggregates confirming to IS 383, maximum size of coarse aggregate not exceedng 25mm, 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 thickness polythene film, wedges, steel plates including levelling the formwork as per draqwings ), spreading the concrete with shoes, rakes, compacted using needle, screeed and plate vibrators and finished in continuous operation including provision of contraction and expansion, consstruction joints, primer, sealant, curing of concrete slabs for 14-days , and water finishing to line and grade as per drawing and technical specifications clause 1501.PWD CSR 2023-24 VOL-3, SL.No.16.27 P.No. 148) Rs.6374.00/cumCum6692.76692.722.34FalseNoneNoneFalseNoneFalse149514.9180
3372355118707Nonecode06Providing and fixing name boardEach4000.04000.01.0FalseNoneNoneFalseNoneFalse4000.00
17194604710000NoneNoneOther WorksConstruction of cc road from Tammaiahnagudda main road to Kalleshi house in Kumathi village125992.94
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3372356118708Nonecode01Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, Ordinary soil upto 3 m depth (PWD CSR 2023-24 VOL-1 S.No. 1.4.1 P.No.5 ) Rs:242.00/cumCum254.1254.121.12FalseNoneNoneFalseNoneFalse5366.5920
3372357118708Nonecode02Compacting original ground supporting embankment 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 SR 2023-24 V-III P 17 I.No.3.7 Rs.105.00/cumCum110.25110.2515.84FalseNoneNoneFalseNoneFalse1746.360
3372358118708Nonecode03Construction 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..PWD SR 2023-24 V-I P 7 I.No.1.8 Rs.474.00/cumCum497.7497.710.56FalseNoneNoneFalseNoneFalse5255.7120
3372359118708Nonecode04Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired densityPWD CSR 2023-24 VOL-3, SL.No.4.17 (A) P.No. 26 Rs.2559.00/cum)Cum2686.952686.957.92FalseNoneNoneFalseNoneFalse21280.6440
3372360118708Nonecode05Construction of 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 claue 1501.2.2 design mix M20 (grade ), coarse and fine aggregates confirming to IS 383, maximum size of coarse aggregate not exceedng 25mm, 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 thickness polythene film, wedges, steel plates including levelling the formwork as per draqwings ), spreading the concrete with shoes, rakes, compacted using needle, screeed and plate vibrators and finished in continuous operation including provision of contraction and expansion, consstruction joints, primer, sealant, curing of concrete slabs for 14-days , and water finishing to line and grade as per drawing and technical specifications clause 1501.PWD CSR 2023-24 VOL-3, SL.No.16.27 P.No. 148) Rs.6374.00/cumCum6692.76692.713.2FalseNoneNoneFalseNoneFalse88343.640
3372361118708Nonecode06Providing and fixing name boardEach4000.04000.01.0FalseNoneNoneFalseNoneFalse4000.00
17194604710000NoneNoneOther WorksConstruction of cc road from Tumalamma house to Maliyamma temple in Kumathi village116091.38
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3372362118709Nonecode01Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, Ordinary soil upto 3 m depth (PWD CSR 2023-24 VOL-1 S.No. 1.4.1 P.No.5 ) Rs:242.00/cumCum254.1254.119.4FalseNoneNoneFalseNoneFalse4929.540
3372363118709Nonecode02Compacting original ground supporting embankment 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 SR 2023-24 V-III P 17 I.No.3.7 Rs.105.00/cumCum110.25110.2514.55FalseNoneNoneFalseNoneFalse1604.13750
3372364118709Nonecode03Construction 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..PWD SR 2023-24 V-I P 7 I.No.1.8 Rs.474.00/cumCum497.7497.79.7FalseNoneNoneFalseNoneFalse4827.690
3372365118709Nonecode04Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired densityPWD CSR 2023-24 VOL-3, SL.No.4.17 (A) P.No. 26 Rs.2559.00/cum)Cum2686.952686.957.275FalseNoneNoneFalseNoneFalse19547.561250
3372366118709Nonecode05Construction of 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 claue 1501.2.2 design mix M20 (grade ), coarse and fine aggregates confirming to IS 383, maximum size of coarse aggregate not exceedng 25mm, 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 thickness polythene film, wedges, steel plates including levelling the formwork as per draqwings ), spreading the concrete with shoes, rakes, compacted using needle, screeed and plate vibrators and finished in continuous operation including provision of contraction and expansion, consstruction joints, primer, sealant, curing of concrete slabs for 14-days , and water finishing to line and grade as per drawing and technical specifications clause 1501.PWD CSR 2023-24 VOL-3, SL.No.16.27 P.No. 148) Rs.6374.00/cumCum6692.76692.712.13FalseNoneNoneFalseNoneFalse81182.4510
3372367118709Nonecode06Providing and fixing name boardEach4000.04000.01.0FalseNoneNoneFalseNoneFalse4000.00
17194604710000NoneNoneOther WorksConstruction of compound to Government Higher primary school at Kumathi village189498.16
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3372368118710Nonecode01Earth 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.Cum470.0470.010.043FalseNoneNoneFalseNoneFalse4720.210
3372369118710Nonecode02Providing 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 aggregatesCum6288.456288.451.674FalseNoneNoneFalseNoneFalse10526.86530
3372370118710Nonecode03Providing 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)Cum5891.555891.555.645FalseNoneNoneFalseNoneFalse33257.799750
3372371118710Nonecode04Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)Cum6708.456708.453.77FalseNoneNoneFalseNoneFalse25290.85650
3372372118710Nonecode05Providing 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.Sqm208.95208.9516.74FalseNoneNoneFalseNoneFalse3497.8230
3372373118710Nonecode06Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6961.56961.50.941FalseNoneNoneFalseNoneFalse6550.77150
3372374118710Nonecode07Providing 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.Cum1375.51375.544.64FalseNoneNoneFalseNoneFalse61402.320
3372375118710Nonecode08Providing 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-chargeSqm309.75309.7589.1FalseNoneNoneFalseNoneFalse27598.7250
3372376118710Nonecode09Finishing 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-chargeSqm186.9186.989.1FalseNoneNoneFalseNoneFalse16652.790
17194604710000NoneNoneOther WorksConstruction of Toilet at GHP school in Kumathi village105335.26
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3372377118711Nonecode01Earth 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.Cum254.1254.11.512FalseNoneNoneFalseNoneFalse384.19920
3372378118711Nonecode02Providing 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 aggregatesCum6288.456288.450.422FalseNoneNoneFalseNoneFalse2653.72590
3372379118711Nonecode03Providing 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)Cum5891.555891.551.134FalseNoneNoneFalseNoneFalse6681.01770
3372380118711Nonecode04Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)Cum6708.456708.450.9576FalseNoneNoneFalseNoneFalse6424.011720
3372381118711Nonecode05Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6961.56961.50.159FalseNoneNoneFalseNoneFalse1106.87850
3372382118711Nonecode06Providing 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.Sqm267.75267.752.88FalseNoneNoneFalseNoneFalse771.120
3372383118711Nonecode07Filling 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.Cum454.65454.650.711FalseNoneNoneFalseNoneFalse323.256150
3372384118711Nonecode08Providing 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 specificatioCum1375.51375.511.999FalseNoneNoneFalseNoneFalse16504.62450
3372385118711Nonecode09Providing 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum10442.2510442.250.451FalseNoneNoneFalseNoneFalse4709.454750
3372386118711Nonecode10Providing 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 separatelyKg93.9393.9336.1FalseNoneNoneFalseNoneFalse3390.8730
3372387118711Nonecode11Providing 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-chargeSqm309.75309.7510.08FalseNoneNoneFalseNoneFalse3122.280
3372388118711Nonecode12Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) 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/sqmSqm389.55389.5514.88FalseNoneNoneFalseNoneFalse5796.5040
3372389118711Nonecode13Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by weldingKgs176.4176.41.89FalseNoneNoneFalseNoneFalse333.3960
3372390118711Nonecode14Wall 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-chargeSqm133.35133.355.76FalseNoneNoneFalseNoneFalse768.0960
3372391118711Nonecode15Finishing 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-chargeSqm186.9186.914.88FalseNoneNoneFalseNoneFalse2781.0720
3372392118711Nonecode16Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete PWD DSR.2023-24 /V-2, Pg-60 I No.9.11 Rs. 889.00sqmSqm811.65811.658.73FalseNoneNoneFalseNoneFalse7085.70450
3372393118711Nonecode17Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinge with one side prelamSqm2142.02142.01.35FalseNoneNoneFalseNoneFalse2891.70
3372394118711Nonecode18Suplying and fixing RCC rings for toilet soak pit (size 1.5m dia and height of 0.30m) with suitable cover as per RWSS SR 2012-13Each1284.01284.05.0FalseNoneNoneFalseNoneFalse6420.00
3372395118711Nonecode19Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lidEach6275.856275.851.0FalseNoneNoneFalseNoneFalse6275.850
3372396118711Nonecode20Providing and fixing chlorinated polyvinyl chloride ( CPVC) pipes having thermal stability for Hot and cold water supply including all CPVC palin and brass threated fittings i/c fixing the pipe with clamps at 1.0 mt. spacing, This includes jointing of pipes and fittings with one step CPVC solvent cement and cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer inchare concealed work work including cutting chases and making good the walls etc., PWD SR. 2023-24/ Pg- 122 I No.13.32.3 Rs. 477.00/mtrMtr500.85500.8520.0FalseNoneNoneFalseNoneFalse10017.00
3372397118711Nonecode21Supplying & delivery of pump. 0.50HP As per market rate.Each4200.04200.01.0FalseNoneNoneFalseNoneFalse4200.00
3372398118711Nonecode22Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separat PWD SR. 2023-24/ Pg- 123 I No.13.34A Rs.9.00/ltrsLtr9.459.45500.0FalseNoneNoneFalseNoneFalse4725.00
3372399118711Nonecode23Providing 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.Kgs144.9144.955.0FalseNoneNoneFalseNoneFalse7969.50
17194604710000NoneNoneOther WorksConstruction of Toilet in Commuting Hostel at Kumathi village83843.41
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3372400118712Nonecode01Earth 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.Cum254.1254.11.51FalseNoneNoneFalseNoneFalse383.6910
3372401118712Nonecode02Providing 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 aggregatesCum6288.456288.450.36FalseNoneNoneFalseNoneFalse2263.8420
3372402118712Nonecode03Providing 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)Cum5891.555891.551.13FalseNoneNoneFalseNoneFalse6657.45150
3372403118712Nonecode04Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)Cum6708.456708.450.64FalseNoneNoneFalseNoneFalse4293.4080
3372404118712Nonecode05Providing 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.Sqm267.75267.751.92FalseNoneNoneFalseNoneFalse514.080
3372405118712Nonecode06Providing 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 specificatioCum1375.51375.510.32FalseNoneNoneFalseNoneFalse14195.160
3372406118712Nonecode07Providing 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum10442.2510442.250.45FalseNoneNoneFalseNoneFalse4699.01250
3372407118712Nonecode08Providing 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 separatelyKg93.9393.9336.1FalseNoneNoneFalseNoneFalse3390.8730
3372408118712Nonecode09Providing 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-chargeSqm309.75309.758.64FalseNoneNoneFalseNoneFalse2676.240
3372409118712Nonecode10Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) 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/sqmSqm389.55389.5512.96FalseNoneNoneFalseNoneFalse5048.5680
3372410118712Nonecode11Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by weldingKgs176.4176.41.89FalseNoneNoneFalseNoneFalse333.3960
3372411118712Nonecode12Wall 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-chargeSqm133.35133.354.32FalseNoneNoneFalseNoneFalse576.0720
3372412118712Nonecode13Finishing 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-chargeSqm186.9186.912.96FalseNoneNoneFalseNoneFalse2422.2240
3372413118712Nonecode14Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete PWD DSR.2023-24 /V-2, Pg-60 I No.9.11 Rs. 889.00sqmSqm811.65811.658.73FalseNoneNoneFalseNoneFalse7085.70450
3372414118712Nonecode15Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinge with one side prelamSqm2142.02142.01.35FalseNoneNoneFalseNoneFalse2891.70
3372415118712Nonecode16Suplying and fixing RCC rings for toilet soak pit (size 1.5m dia and height of 0.30m) with suitable cover as per RWSS SR 2012-13Each1284.01284.05.0FalseNoneNoneFalseNoneFalse6420.00
3372416118712Nonecode17Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lidEach6275.856275.851.0FalseNoneNoneFalseNoneFalse6275.850
3372417118712Nonecode18Providing and fixing chlorinated polyvinyl chloride ( CPVC) pipes having thermal stability for Hot and cold water supply including all CPVC palin and brass threated fittings i/c fixing the pipe with clamps at 1.0 mt. spacing, This includes jointing of pipes and fittings with one step CPVC solvent cement and cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer inchare concealed work work including cutting chases and making good the walls etc., PWD SR. 2023-24/ Pg- 122 I No.13.32.3 Rs. 477.00/mtrMtr500.85500.8519.0FalseNoneNoneFalseNoneFalse9516.150
3372418118712Nonecode19Supplying & delivery of pump. 0.50HP As per market rate.Each4200.04200.01.0FalseNoneNoneFalseNoneFalse4200.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17194604740000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17194604740000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17194604740000NoneNoneELIGIBILITYBidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document.None
17194604740000NoneNoneELIGIBILITYIt shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission.None
17194604740000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17194604740000NoneNoneELIGIBILITYDepartment Registration DetailsNone
17194604740000NoneNoneELIGIBILITYTotal value of civl engineering works executed and payments received in the last five years (year-wise)None
17194604740000NoneNoneELIGIBILITYList of existing commitments and ongoing workNone
17194604740000NoneNoneELIGIBILITYList of works for which tenders already submittedNone
17194604740000NoneNoneELIGIBILITYBanker DetailsNone
17194604850000NoneNoneELIGIBILITYTotal value of civil engineering works executed and payments received in the last five years (2019-20, 2020-21,2021-22,2022-23 and 2023-24) should not be less than Estimated cost of the work. Turnover certificate must be submitted with UDIN No on it, Failing will be considered as invalid.None
17194605980000NoneNoneELIGIBILITYBidder can access tender documents from the website, fill them and submit the completed tender document into electronic tender on the website. https://eproc.karnataka.gov.in/ after submitting the EMD and tender processing fee in the form of e-payment. EMD will be refunded only after acceptance of successful bidder.None
17194606070000NoneNoneELIGIBILITYRoyalty on construction materials and other taxes will be deducted as per prevailing Govt orders.None
17194606160000NoneNoneELIGIBILITYSelf attested copies of the document of all details uploaded to the e-portal in original should be submitted to the executive engineer on the date & time specified above i.e., at the time of bid opening as per notification.None
17194606260000NoneNoneELIGIBILITYThe Employer reserves the right to reject any or all Tenders without assigning any reason.None
17194606340000NoneNoneELIGIBILITYIt is to be noted that any false documentation is found to be uploaded, the action may attract punitive measures such as blacklisting, cancellation of registration etc.None
17194606420000NoneNoneELIGIBILITYAll other conditions and requirements has to be fulfilled as per the standard bid document kw-1.None
17194606500000NoneNoneELIGIBILITYThe tenderer should quote his rates With all leads and lifts loading and un loading, including cost of Labour, hire charges of Machinery and other incidental charges etc complete as per the directions of the engineer incharge of the work specifications.None
17194606560000NoneNoneELIGIBILITYTenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 : Instructions to Tenderers (ITT), will only be considered for evaluation.None
17194606640000NoneNoneELIGIBILITYThe tenderer should maintain the road during the defective liability period - 1YEAR ( maintenance period starts from the date of completion of the work.)None
17194606710000NoneNoneELIGIBILITYAll original documents should be submitted in PDF format only.None
17194606790000NoneNoneELIGIBILITYThe Department is not responsible for any delay in accessing e-procurement portal.None
17194606870000NoneNoneELIGIBILITYThe Security Deposit will be released only after satisfactorily completion of defect liability periodNone
17194606960000NoneNoneELIGIBILITYTime given for completion of the work is 3 months(Including monsoon period)None
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Registration Certificate PWDTrueTechnical Bid
Last 5 years Turnover Certificate from CA with UDIN noTrueTechnical Bid
Single similar nature of work done certificate issued by competent authority, not below the rank of Executive Engineer.TrueTechnical Bid
Principal place of business detailsTrueTechnical Bid
Recent tax clearance certificateTrueTechnical Bid
Ongoing commitment detailsTrueTechnical Bid
Other Kw-1 documentsTrueTechnical Bid
Unbalanced tender amount in the form of less DD/FRDTrueTechnical Bid
ST Reserved Category CertificateTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone