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titleConstruction of Maharashtra Border to Raichur Border (Upgraded SH) Road Km 173.40 to 176.40 in Shorapur Taluka (Under 5054 SH Improvements for the year 2023-24)
descriptionConstruction of Maharashtra Border to Raichur Border (Upgraded SH) Road Km 173.40 to 176.40 in Shorapur Taluka (Under 5054 SH Improvements for the year 2023-24)
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17202601030000NoneNoneRoadsROAD WORK24279560.82
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3468717123716NoneVol-III I No. 2.5 ii (a) Page No. 9Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of light jungle100 Sqm412.65412.6540.44FalseNoneNoneFalseNoneFalse16687.5660
3468718123716NoneVol-I I No. 1.12 Page No 8Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depthCum99.7599.755156.1FalseNoneNoneFalseNoneFalse514320.9750
3468719123716NoneVol-III I No. 3.7 Page No. 17Loosening, 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.Cum110.25110.25631.88FalseNoneNoneFalseNoneFalse69664.770
3468720123716NoneVol-III I No. 3.6 Page No. 17Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2Cum517.65517.656763.75FalseNoneNoneFalseNoneFalse3501255.18750
3468721123716NoneVol-III I No. 4.1 A (v) Page No. 23Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V MaterialCum2611.352611.352687.57FalseNoneNoneFalseNoneFalse7018185.91950
3468722123716NoneVol-III I No. 4.17 Page No. 26Providing, 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 density.Cum2686.952686.952316.88FalseNoneNoneFalseNoneFalse6225340.7160
3468723123716NoneVol-III I No. 5.1 A (i) Page No. 31Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means.Sqm43.0543.059267.5FalseNoneNoneFalseNoneFalse398965.8750
3468724123716NoneVol-III I No. 5.8 (ii) C Page No. 33Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compactionCum8044.058044.05463.38FalseNoneNoneFalseNoneFalse3727451.8890
3468725123716NoneVol-III I No. 5.3 (i) Page No. 31Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broomSqm12.612.69267.5FalseNoneNoneFalseNoneFalse116770.50
3468726123716NoneVol-III I No. 5.31 Page No. 43Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.Cum10659.610659.6231.69FalseNoneNoneFalseNoneFalse2469722.7240
3468727123716NoneVol-III I No. 8.16 (ii) Page No. 67Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast)Each3073.353073.352.0FalseNoneNoneFalseNoneFalse6146.70
3468728123716NoneVol-III I No. 8.16 (iii) Page No. 67Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast)Each884.1884.18.0FalseNoneNoneFalseNoneFalse7072.80
3468729123716NoneVol-III I No. 8.15 Page No. 67Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.Sqm556.5556.5337.0FalseNoneNoneFalseNoneFalse187540.50
3468730123716NoneVol-III I No. 8.7 Page No. 65Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawingSqm9460.59460.52.16FalseNoneNoneFalseNoneFalse20434.680
17202601030000NoneNoneRoads2 Vent 1200mm dia Pipe Culverts 2 Nos1331166.27
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3468731123717NoneVol-I I No. 1.14.1 Page No. 8Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 mCum107.1107.1114.34FalseNoneNoneFalseNoneFalse12245.8140
3468732123717NoneVol-I I No. 2.1.4 Page No. 15Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregatesCum6527.856527.8514.29FalseNoneNoneFalseNoneFalse93282.97650
3468733123717NoneVol-I I No. 2.5.1 Page No. 16Providing 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 aggregatesCum6961.56961.561.39FalseNoneNoneFalseNoneFalse427366.4850
3468734123717NoneVol-I S R Sl No. 8 Page No. 111Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Culverts (Head walls) add 8%Cum556.92556.9261.39FalseNoneNoneFalseNoneFalse34189.31880
3468735123717NoneVo-III I No. 16.15 (a) Page No. 146Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 1200mm diam8846.258846.2540.0FalseNoneNoneFalseNoneFalse353850.00
3468736123717NoneVol-I I No 2.11 (h) Page No. 18Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structurest82961.5582961.551.84FalseNoneNoneFalseNoneFalse152649.2520
3468737123717NoneVol-I I no. 1.8 Page No. 7Construction 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.Cum497.7497.781.9FalseNoneNoneFalseNoneFalse40761.630
3468738123717NoneVol-III I No. 14.4 (A) Page no 129Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/BoulderCum2007.62007.6108.0FalseNoneNoneFalseNoneFalse216820.80
17202601030000NoneNoneRoadsBox Culvert6407945.52
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3468739123718NoneP:8, I.No 1.14.1 PWD SR 2023-24 Volume 1Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Note: Cost of De-watering upto 5 % of (A+B) may be added, where required assessment for dewatering shall be made as per site conditionCum107.1107.1569.42FalseNoneNoneFalseNoneFalse60984.8820
3468740123718NoneP:17, I.No 3.6 PWD SR 2023-24 Volume 3Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2Cum517.65517.65288.6FalseNoneNoneFalseNoneFalse149393.790
3468741123718NoneP:15, I.No 2.2.1 PWD SR 2023-24 Volume 1Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6601.356601.3567.69FalseNoneNoneFalseNoneFalse446845.38150
3468742123718NoneP:15, I.No 2.2.3PWD SR 2023-24 Volume 1Providing 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6652.86652.8132.95FalseNoneNoneFalseNoneFalse884489.760
3468743123718NoneVol-I S R Sl no. 6 Page No. 112Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Box Culverts add 20%Cum1330.561330.56132.95FalseNoneNoneFalseNoneFalse176897.9520
3468744123718NoneP:16, I.No 2.5.2 PWD SR 2023-24 Volume 1Providing 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum7185.157185.15129.94FalseNoneNoneFalseNoneFalse933638.3910
3468745123718NoneVol-I S R Sl No. 6 page No. 112Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Box Culverts add 20%Cum1437.031437.03129.94FalseNoneNoneFalseNoneFalse186727.67820
3468746123718NoneP:18, I.No 2.11 C PWD SR 2023-24 Volume 1Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Sub structure of Bridgest90754.6590754.6528.46FalseNoneNoneFalseNoneFalse2582877.3390
3468747123718NoneP:17, I.No 3.4 PWD SR 2023-24 Volume 3Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavatorSqm5.255.2555.0FalseNoneNoneFalseNoneFalse288.750
3468748123718NoneP:26, I.No 4.17 PWD SR 2023-24 Volume 3Providing, 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 density.Cum2686.952686.958.25FalseNoneNoneFalseNoneFalse22167.33750
3468749123718NoneP:149, I.No 16.28 PWD SR 2023-24 Volume 3Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.Cum7091.77091.78.25FalseNoneNoneFalseNoneFalse58506.5250
3468750123718NoneP.No:121 I.No 13.7 PWD SR 2023-24 Volume 3Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specificationNo3434.553434.5528.0FalseNoneNoneFalseNoneFalse96167.40
3468751123718NoneP.No:117 I.No 12.2 PWD SR 2023-24 Volume 3Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V : 20H towards drawing foce. Complete as per drawing and Technical Specificationsm250.95250.9514.0FalseNoneNoneFalseNoneFalse3513.30
3468752123718NoneP.No:67 I.No 8.18 PWD SR 2023-24 Volume 3Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintingEach785.4785.480.0FalseNoneNoneFalseNoneFalse62832.00
3468753123718NoneP.No:129 I.No 14.1 PWD SR 2023-24 Volume 3Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.Cum2007.62007.684.65FalseNoneNoneFalseNoneFalse169943.340
3468754123718NoneP.No:129 I.No 14.5 PWD SR 2023-24 Volume 3Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specificationCum3187.83187.8120.65FalseNoneNoneFalseNoneFalse384608.070
3468755123718NoneVol-III I No. 13.2 Page No. 121Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant)Cum14669.5514669.5512.82FalseNoneNoneFalseNoneFalse188063.6310
17202601030000NoneNoneRoadsROUTINE MAINTENCES ACTIVITES FOR THIRD YEAR579046.45
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3468756123719NoneVol 3 SR It No. 2.5 (ii) a Page No. 9Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of light jungle100 Sqm412.65412.6540.44FalseNoneNoneFalseNoneFalse16687.5660
3468757123719NoneVol 1 SR It No. 1.12 Page No. 8Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.Cum99.7599.751364.85FalseNoneNoneFalseNoneFalse136143.78750
3468758123719NoneVol 3 SR It No. 10.4 Page No. 91Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2Sqm164.85164.8592.68FalseNoneNoneFalseNoneFalse15278.2980
3468759123719NoneVol 3 SR It No. 3.6 Page No. 17Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2Cum517.65517.65674.0FalseNoneNoneFalseNoneFalse348896.10
3468760123719NoneLUmpsumIncrease in SR rates @ at 4%/annum (4x3)LS62040.6962040.691.0FalseNoneNoneFalseNoneFalse62040.690
17202601030000NoneNoneRoadsROUTINE MAINTENCES ACTIVITES FOR FOURTH YEAR614221.32
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3468761123720NoneVol 3 SR It No. 2.5 (ii) a Page No. 9Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of light jungle100 Sqm412.65412.6533.7FalseNoneNoneFalseNoneFalse13906.3050
3468762123720NoneVol 1 SR It No. 1.12 Page No. 8Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.Cum99.7599.751364.85FalseNoneNoneFalseNoneFalse136143.78750
3468763123720NoneVol 3 SR It No. 10.4 Page No. 91Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2Sqm164.85164.85185.35FalseNoneNoneFalseNoneFalse30554.94750
3468764123720NoneVol 3 SR It No. 3.6 Page No. 17Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2Cum517.65517.65674.0FalseNoneNoneFalseNoneFalse348896.10
3468765123720NoneLumpsumIncrease in SR rates @ at 4%/annum (4x4)LS84720.1884720.181.0FalseNoneNoneFalseNoneFalse84720.180
17202601030000NoneNoneRoadsROUTINE MAINTENCES ACTIVITES FOR FIFTH YEAR650395.84
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3468766123721NoneVol 3 SR It No. 2.5 (ii) a Page No. 9Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of light jungle100 Sqm412.65412.6526.96FalseNoneNoneFalseNoneFalse11125.0440
3468767123721NoneVol 1 SR It No. 1.12 Page No. 8Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.Cum99.7599.751364.85FalseNoneNoneFalseNoneFalse136143.78750
3468768123721NoneVol 3 SR It No. 10.4 Page No. 91Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2Sqm164.85164.85278.02FalseNoneNoneFalseNoneFalse45831.5970
3468769123721NoneVol 3 SR It No. 3.6 Page No. 17Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2Cum517.65517.65674.0FalseNoneNoneFalseNoneFalse348896.10
3468770123721NoneLumpsumIncrease in SR rates @ at 4%/annum (4x5)LS108399.31108399.311.0FalseNoneNoneFalseNoneFalse108399.310
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
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17202601070000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17202604200000NoneNoneELIGIBILITYBidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidderNone
17202604690000NoneNoneELIGIBILITYBidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender documentNone
17202605070000NoneNoneELIGIBILITYThe Tenderer shall obtain the work done certificate in the prescribed format from the competent Authority not below the rank of Executive Engineer(District Level Officer) and scan the original Certificates and attach file to the Bid. The Original Certificate/Certificates shall be produced at the time of opening of technical bids for physical verificationNone
17202605350000NoneNoneELIGIBILITYConditional tenders will not be acceptedNone
17202605640000NoneNoneELIGIBILITYFinancial Year will be reckoned as the period between first day of April and Thirty first day of March of succeeding year (both days inclusive)None
17202606120000NoneNoneELIGIBILITYThe Tenderer shall scan the Original Ownership Documents/Lease/Hire commitment Agreement for the Machinery and attach the scanned file to the Bid. The original Documents shall be produced at the time of opening technical Bids for physical verificationNone
17202606360000NoneNoneELIGIBILITYThe tenderer shall note that the scanned Document scan also be uploaded in the tasks created under Document/Evidence Required from the BidderNone
17202606530000NoneNoneELIGIBILITYThe Employer reserves the right to Reject any or all Tenders without assigning any reasonNone
17202606680000NoneNoneELIGIBILITYThe tenderer should maintain the road during the defective liability periodNone
17202606920000NoneNoneELIGIBILITYThe Department is not responsible for any delay in accessing KPPP portalNone
17202607290000NoneNoneELIGIBILITYTender shall note that the Tenders of those found Eligible as mentioned in Clause-3 - Qualification of the Tenderer in Section 2: Instructions to Tenders (ITT), will only be considered for evaluationNone
17202607690000NoneNoneELIGIBILITYTenderer shall note that unit rate to be quoted includes all the sundry expenses, all leads, all lifts and hire charges of machinery, royalty etc.None
17202607900001NoneNoneELIGIBILITYThe defect liability period for this work is 5(Five) years (Initial 2 years road should be maintained by the contractor at his own cost and risk, subsequent 3 years maintenance should be carried out as BOQNone
17202608140000NoneNoneELIGIBILITYBidders are advised to note that, 18% GST will be added to the contract amountNone
17202608480000NoneNoneELIGIBILITYThe successful Tenderer must Deliver Security Deposit Amount equivalent to 5 Percentage of contract price in the form of DD TDR Bank Guarantee plus additional security for unbalanced tender as per GO No PWD 289 CRM 2013 Bangalore. Dated 13 1 .2013None
17202608750000NoneNoneELIGIBILITYThe successful bidder should submit the addl. security deposit in form of Original DD/FDR/BG to this office at the time of execution of the agreementNone
17202609150000NoneNoneELIGIBILITYFinancial turnover of previous years shall be given a weightage of 10% per year to bring them to the price level of 2024-25 in the Technical Qualification Criteria mentioned in the sectionNone
17202609280000NoneNoneELIGIBILITYPeriod for completion of this work is 09 (Nine) months including MonsoonNone
17202610960000NoneNoneELIGIBILITYThe Tenderer shall furnish as part of his tender earnest money deposit in the amount as shown in column 4 of the Table of IFT for this particular work. Tenderer can pay the full EMD amount of Rs5,07,950.00 through e-payment or the Earnest Money Deposit shall be in two parts. Part 1 Rs1,00,000.00 by e-payment Part 2 Rs.4,07,950.00 EMD shall be in favor of Executive Engineer PWD Yadgir Division Yadgir and may be in the form of Bankers Cheque OR Demand Draft OR Pay order in favour of Executive Engineer PWD Yadgir Division Yadgir payable at Yadgir to the Executive Engineer PWD Yadgir Division Yadgir or Bank Guarantee in the prescribed format obtained form any Nationalized OR Scheduled BankNone
17202611830000NoneNoneELIGIBILITYEstimate rates are excluding GST and the prevailing GST 18% of APT is added in the form of lump sum in sanctioned estimate as per the guidelines in common SR 2021-22 GO PWD 51 RDF 2019 Bengaluru, Dated 18.03.2022. Therefore APT OR ECV is excluding GST. In KPPP portal there is no option to add GST separately over and above APT during DTS process. Hence even though the tenderer has been invited by opting for the inclusive option, the item wise rates do not include GST. Hence GST will be paid separately for the quoted amount as per the Govt. Circular No.FD/447/Expenditure/12/2022 dated 30.07.2022. Therefore GST declaration certificate must be uploaded mandatory by the prospective biddersNone
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e. 2019 20, 2020-21, 2021-22, 2022-23 and 2023-24 a) achieved in at least two financial years a minimum financial turn over (in all cases of civil engineering construction works only) Rs.677.25 Lakhs and The Financial Turn Over Certificate Should ear the UDIN Number invariably & duly signed by registered chartered Accountant. The Certificate without UDIN number will not be consideredPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneTo qualify forwarded of this contract, each Tenderer in its name have should in the last five year i.e.2019-20 to 2023-24 (c) executed in any one year the following minimum quantities of work (As per Govt CircularNo.PW 60 CRM 2021 Bengaluru Dtd.08.11.2021 1)Earth work/ Sub-Grade/Filling-15272.53 Cum 2)GSB-2150.06 Cum 3)WMM/WBM-1860.11 Cum 4)BM/SDBC-556.06 Cum 5)PCC/RCC-341.87 Cum and 6)TMT Steel-24.24 TonnePast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneMaximum of Civil Engineering works executed in any one year during the last five years (updated to 2024-25 price level) taking into account the completed as well as works in progress. (Financial turnover of previous shall be given a weightage of 10% per year to bring them to the price level of the 2024-25Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Statement on the Letter Head of the tenderer
NoneNoneNoneNoneAvailability by owning at least 50 percentage of the required / specified key and critical equipment for this work and remaining 50 percentage can be deployed on lease/hire basis for all works provided, the relevant documents (commitment agreements etc.,) for availability for this work are furnished (As per Govt Circular No.PW 60 CRM 2021 Dtd.08.11.2021) 1)Excavator: 1 No. (Own/ Lease/Hire).2)Tippers : 4 Nos. (2 Nos. Own and 2 Nos Lease/Hire) 3)Hot Mix Plant: 1 No Own)(4)Paver Finisher: 1 No. Own) (5)Vehicle Mounted Water Tanker : 2 Nos. (1 Own and 1 No. Lease/Hire) 6)Air compressor: 1 No. Own) (7) rotovator: 1 No. Own) (8) Vibratory Road Roller: 1 No. Own) (9) Bitumen Sprayer:1 Nos. Own (10)Pug Mill - 1 No. Own, (11) Pin/Plate Vibrator Each- 4 Nos (2 Nos. Own and 2 Nos. Lease/Hire), (12) Transit Mixer - 1 No. OwnCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Scanned copies of Hire/ Lease agreement documents of Equipments/ Machineries Scanned copies of Ownership
NoneNoneNoneNoneQualification and experience of the key technical and Management personnel in permanent employment with the Tenderer and those that are proposed to be deployed on this work, if work is awardedCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Biodata of the Personnel
NoneNoneNoneNoneAssessed Tender Capacity Shall be more than the Tendered AmountCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Assessment on the Letter Head of this Tenderer
NoneNoneNoneNoneTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20, 2020-21, 2021-22,2022-23 and 2023 24 (b)Satisfactorily completed, as prime contractor, at least one similar work of value not less than Rs.169.32 LakhsFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneLatest income tax clearance certificate along with last five years balance sheet and profit & loss statement duly certified by the CAFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneList of Financial Resources with CertificatesFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneGST Registration
NoneNoneNoneNoneLiquid Assets and/or availability of credit facilities of not less than Rs.112.88 Lakhs (Credit Lines/Letter of Credit/Certificates from the Banks for meeting the fund requirement etcFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneInformation of the works for which tender acceptance letters are receivedOthersAcceptance received
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Information in Format 6 and Letter of Acceptance
NoneNoneNoneNoneInformation Litigation in which the Tenderer is involvedOthersLitigation
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Information in Format 10
NoneNoneNoneNoneName Address, Telephone No Fax No. and email ID of the Tenderers BankersOthersPersonnel Data
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Information on the Letter Head of the tenderer
NoneNoneNoneNoneList of existing commitments Value at 2024-25 price level, of existing commitments and on-going works to be executed during the next 12 months (financial commitment of previous years shall be given a weight of 10% per year to bring them to the price level of 2024-25) (Month wise commitment shall be furnished)OthersExisting Commitments
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Statement on the Letter Head of the Tenderer
NoneNoneNoneNoneList of works for which tenders already submittedOthersSubmitted Tender
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Information in Format 7
NoneNoneNoneNoneBanker Details for referenceOthersBanker details
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Banker Details
NoneNoneNoneNoneInformation on works which are yet to be completedOthersYet to be completed
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Information in Format 5
NoneNoneNoneNoneThe proposed methodology and programme of construction, backed with equipment planning and deployment, duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of work as per technical specifications within the stipulated period of completionOthersProgramme
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- CPM/ PERT CHART
NoneNoneNoneNoneInformation of the works for which Tenderer has submitted TenderOthersSubmitted Tender
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Information in Format 7
NoneNoneNoneNonePart-2 Rs.4,07,950.00 EMD Shall be in favor of Executive Engineer, PWD Division. Yadgir and may be in the form of Bankers Cheque OR Demand Draft OR Pay Order in favor of Executive Engineer, PWD Division. Yadgir payable at yadgir to the Executive Engineer, PWD Division. Yadgir of Bank Guarantee in the prescribed format obtained form any Nationalized OR Scheduled Banks. The tenderer should upload scanned Original Bank Guarantee of Part-2 EMD the qualifiedOthersPart-2 EMD
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Scanned copy of Bankers Cheque / Demand Draft/ Pay order/ pledged small savings Instruments/ BG
NoneNoneNoneNoneConstitutional or Legal Status of the TendererOthersLegal Status
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- PWD Registration Certificate (Class I/II/III/ IV)
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e 2019-20 to 2023-24 a- achieved in at least two financial years a minimum financial turn over in all cases of civil engineering construction works only Rs.677.25 Lakhs and The Financial Turn Over Certificate Should bear the UDIN Number invariably & duly registered charted Accountant. The Certificate without UDIN number will not be consideredTrueTechnical Bid
Contractor Registration Class-II & AboveTrueTechnical Bid
Latest income tax clearance certificate along with last five years balance sheet and profit & loss statement duly certified by the CATrueTechnical Bid
To qualify for award of this contract each Tenderer in its name should have in last five years i.e., 2019-20 to 2023-24 b- Satisfactorily completed as prime contractor, at least one similar work of value not less than Rs.169.32 LakhsTrueTechnical Bid
Liquid Assets and/or availability of credit facilities of not less than Rs.112.88 Lakhs Credit Lines/Letter of Credit/Certificates from the Banks for meeting the fund requirement etcTrueTechnical Bid
To qualify forwarded of this contract, each Tenderer in its name have should in the last five year i.e.2019-20 to 2023-24 c-executed in five year the following minimum quantities of work. As per Govt Circular No.PW 60 CRM 2021 Bengaluru Dtd.08.11.2021 1- Earthwork/Sub-Grade/Earth Filling-15272.53 Cum 2-GSB-2150.06 Cum 3-WMM/ WBM-1860.11 Cum 4-BM/SDBC-556.06 Cum 5-PCC/RCC-341.87 Cum 6-TMT Steel-24.24 TonneTrueTechnical Bid
tenderWorkLocationList
tenderAddress
createdTs1721456680000
version0
createdDateNone
modifiedDateNone
blockNumberPWD Division Yadgir
streetNone
cityYadgiir
stateKarnataka
pin585202
tenderRecallDTONone