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titleConstruction of Road & Bridge Box Culvert from NH 150A to SH129 (in between ST Colony) in Santekallur Village. 2)Construction of Drain in ST Colony at Mattur Village in Maski Constituency at Lingasugur Taluka of Raichur District Under KKRDB for the year 2023-24 RCH231924244 TSP
descriptionConstruction of Road & Bridge Box Culvert from NH 150A to SH129 (in between ST Colony) in Santekallur Village. 2)Construction of Drain in ST Colony at Mattur Village in Maski Constituency at Lingasugur Taluka of Raichur District Under KKRDB for the year 2023-24 RCH231924244 TSP
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locationNamePWD Division Office Raichuru
provisionalAmount12954000.0
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17072087360001NoneNoneBridges/CulvertsConstruction of Road & Bridge Box Culvert from NH 150A to SH129 (in between ST Colony) in Santekallur Village. 2)Construction of Drain in ST Colony at Mattur Village in Maski Constituency at Lingasugur Taluka of Raichur District Under KKRDB for the year 2023-24 RCH231924244 TSP7568750.79
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
246123274414NonePWD CSR VOL-I year 2023-24 I. No. 1.14.1 P.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 mCum122.77122.771067.17FalseNoneNoneFalseNoneFalse131016.46090
246123374414NonePWD CSR VOL I year 2023-24. I. No. 1.23 P.No. 11Providing and Filling in foundation with granite / trap broken metal 100mm. And down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications.Cum2816.12816.167.15FalseNoneNoneFalseNoneFalse189101.1150
246123474414NonePWD CSR VOL I year 2023-24. I. No. 2.1.3 P.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 40 mm nominal size graded crushed coarse aggregatesCum6917.296917.2952.01FalseNoneNoneFalseNoneFalse359768.25290
246123574414NonePWD CSR VOL I year 2023-24. I. No. 2.1.4 P.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 40 mm nominal size graded crushed coarse aggregatesCum7180.637180.6336.49FalseNoneNoneFalseNoneFalse262021.18870
246123674414NonePWD CSR VOL I year 2023-24. I. No. 1.8 P.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.Cum537.52537.5290.0FalseNoneNoneFalseNoneFalse48376.80
246123774414NonePWD SR VOL III year 2023-24. I No. 16.15,P.No.46Providing 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.. .c. 750mm DiaCum3501.753501.7522.5FalseNoneNoneFalseNoneFalse78789.3750
246123874414NonePWD CSR VOL I year 2023-24. I. No. 2.3.2 P.No. 16Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 aggregatesCum7484.47484.4262.38FalseNoneNoneFalseNoneFalse1963756.8720
246123974414NonePWD CSR VOL I year 2023-24. Sl. No. 06 P.No. 112Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 aggregates Additionalities for Formwork, Centering & Scaffolding Percentage on finished rate of concrete per m3, Box Culvert 20%Cum1496.881496.88298.87FalseNoneNoneFalseNoneFalse447372.52560
246124074414NonePWD CSR VOL I year 2023-24. I. No. 2.5.2 P.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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum7903.677903.6751.82FalseNoneNoneFalseNoneFalse409568.17940
246124174414NonePWD CSR VOL I year 2023-24. Sl. No. 06 P.No. 112Percentage Additionalities for Formwork, Centering & Scaffolding Percentage on finished rate of concrete per m3, Box Culvert 20%Cum1580.731580.7351.82FalseNoneNoneFalseNoneFalse81913.42860
246124274414NonePWD SR VOL III year 2023-24. Sl. No.12.2,P.No.117Providing 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 Specificationsm250.95250.95120.0FalseNoneNoneFalseNoneFalse30114.00
246124374414NonePWD CSR VOL I year 2023-24. It. No. 2.11 P.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.c.Sub structure of BridgesKg90754.6590754.6519.68FalseNoneNoneFalseNoneFalse1786051.5120
246124474414NonePWD CSR VOL I year 2023-24. It. No. 2.11 P.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.d.Super structure of BridgesKg90990.990990.93.37FalseNoneNoneFalseNoneFalse306639.3330
246124574414NonePWD SR VOL III year 2023-24. Sl. No.13.8,P.No. 121PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specificationCum7151.557151.5510.5FalseNoneNoneFalseNoneFalse75091.2750
246124674414NonePWD SR VOL III year 2023-24 Sl. No.13.9 P.No. 122Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant)Cum12426.7512426.7521.0FalseNoneNoneFalseNoneFalse260961.750
246124774414NonePWD SR VOL III year 2023-24. Sl. No.13.7 P.No.121Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specificationNos3434.553434.5522.0FalseNoneNoneFalseNoneFalse75560.10
246124874414NonePWD SR VOL III year 2023-24 Sl. No. 13.2,P.No.121Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant)Cum14669.5514669.5518.63FalseNoneNoneFalseNoneFalse273293.71650
246124974414NonePWD SR VOL III year 2023-24. Sl. No. 14.1P.No.129Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates.Cum2007.62007.697.82FalseNoneNoneFalseNoneFalse196383.4320
246125074414NonePWD SR VOL III year 2023-24 Sl. No. 12.3, P.No.117Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification.A Granular materialCum1226.41226.4300.0FalseNoneNoneFalseNoneFalse367920.00
246125174414NonePWD SR VOL III year 2023-24 Sl. No.12.4, P.No. 117Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.Cum2810.852810.8548.0FalseNoneNoneFalseNoneFalse134920.80
246125274414NonePWD SR VOL III year 2023-24 Sl. No. 13.15P.No. 123Filler joint(ii)Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.m143.85143.8520.0FalseNoneNoneFalseNoneFalse2877.00
246125374414NonePWD SR VOL III year 2023-24 Sl. No. 13. 4 P.No.121Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.m2445.452445.4535.68FalseNoneNoneFalseNoneFalse87253.6560
17072087360001NoneNoneBridges/CulvertsPipe Culvert one263920.12
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
246125474415NonePWD CSR VOL I year 2023-24. I. No. 1.14.1 P.No. 08Earth 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 mCum122.77122.7714.88FalseNoneNoneFalseNoneFalse1826.81760
246125574415NonePWD CSR VOL I year 2023-24. I. No. 1.8 P.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.Cum537.51537.5185.08FalseNoneNoneFalseNoneFalse45731.35080
246125674415NonePWD CSR VOL I year 2023-24. I. No. 2.1.3 P.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 40 mm nominal size graded crushed coarse aggregatesCum6917.296917.291.75FalseNoneNoneFalseNoneFalse12105.25750
246125774415NonePWD CSR VOL I year 2023-24. I. No. 2.3.2 P.No. 16Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 aggregatesCum7484.47484.414.54FalseNoneNoneFalseNoneFalse108823.1760
246125874415NonePWD CSR VOL I year 2023-24. Sl. No. 08 P.No. 111Percentage Additionalities for Formwork, Centering & Scaffolding Percentage on finished rate of concrete per m3, Culverts (Head walls) 8%Cum598.75598.7514.54FalseNoneNoneFalseNoneFalse8705.8250
246125974415NonePWD SR VOL III year 2023-24. Sl. No.16.15,P.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.. .b. 1000mm Diam8355.98355.97.5FalseNoneNoneFalseNoneFalse62669.250
246126074415NonePWD CSR VOL I year 2023-24. It. No. 2.11 P.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.c.Sub structure of BridgesKg80194.880194.80.3FalseNoneNoneFalseNoneFalse24058.440
17072087360001NoneNoneBridges/CulvertsCC Road and Drain3142391.35
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
246126174416NonePWD SR of VOL III year 2023-24 (Sl.No.3.7, P.No17)Compacting Original Ground Compacting original ground supporting embankmentLoosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, carified 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.Cum110.25110.25182.25FalseNoneNoneFalseNoneFalse20093.06250
246126274416NonePWD SR of VOL III year 2023-24 (Sl.No.3.6, P.No17)Construction of Subgrade and Earthen ShouldersConstruction 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. 300-2Cum517.65517.65182.25FalseNoneNoneFalseNoneFalse94341.71250
246126374416NonePWD SR of VOL III year 2023-24 (Sl.No.4.1, P.No23)Granular Sub-BaseA.Plant Mix MethodConstruction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (V) For Grading -V MaterialCum2611.352611.35121.5FalseNoneNoneFalseNoneFalse317279.0250
246126474416NonePWD SR of VOL III year 2023-24 (Sl.No.4.17, P.No26Wet Mix Macadam (Plant Mix Method)Providing, 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.Cum2686.952686.9591.12FalseNoneNoneFalseNoneFalse244834.8840
246126574416NonePWD SR of VOL III year 2023-24 (Sl.No.16.28P.No149Providing 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.Cum7091.77091.7182.25FalseNoneNoneFalseNoneFalse1292462.3250
246126674416NonePWD CSR of VOL I year 2023-24 (It No .1.4.1 P.No 5Earth 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. In all kinds of soils Depth upto 1.5 mCum195.3195.3124.5FalseNoneNoneFalseNoneFalse24314.850
246126774416NonePWD CSR of VOL I year 2023-24 It No .2.1.3 P.No 15Providing 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 ofall materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately ) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregatesCum6288.456288.4542.05FalseNoneNoneFalseNoneFalse264429.32250
246126874416NonePWD CSR of VOL I year 2023-24 It No .2.4.2 P.No 17Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6639.156639.1574.5FalseNoneNoneFalseNoneFalse494616.6750
246126974416NonePWD CSR of VOL I year 2023-24 Sl No .04 P.No 111Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates percentage Additionalities for Form work, Centering & Scaffolding-Cement Concrete Drain WallsCum2323.72323.743.6FalseNoneNoneFalseNoneFalse101313.320
246127074416NonePWD CSR of VOL I year 2023-24 It No .2.1.1 P.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. h.All other type of structuresKg82961.5582961.553.48FalseNoneNoneFalseNoneFalse288706.1940
17072307610000NoneNoneBridges/CulvertsConstruction of Road & Bridge Box Culvert from NH 150A to SH129 (in between ST Colony) in Santekallur Village. 2)Construction of Drain in ST Colony at Mattur Village in Maski Constituency at Lingasugur Taluka of Raichur District Under KKRDB for the year 2023-24 RCH231924244 TSP10975062.26
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
248489674914NonePWD SR of VOL III year 2023-24 (Sl.No.3.7, P.No17)Compacting Original Ground Compacting original ground supporting embankmentLoosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, carified 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.Cum110.25110.25182.25FalseNoneNoneFalseNoneFalse20093.06250
248486774914NonePWD CSR VOL-I year 2023-24 I. No. 1.14.1 P.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 mCum122.77122.771067.17FalseNoneNoneFalseNoneFalse131016.46090
248488974914NonePWD CSR VOL I year 2023-24. I. No. 1.14.1 P.No. 08Earth 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 mCum122.77122.7714.88FalseNoneNoneFalseNoneFalse1826.81760
248489774914NonePWD SR of VOL III year 2023-24 (Sl.No.3.6, P.No17)Construction of Subgrade and Earthen ShouldersConstruction 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. 300-2Cum517.65517.65182.25FalseNoneNoneFalseNoneFalse94341.71250
248486874914NonePWD CSR VOL I year 2023-24. I. No. 1.23 P.No. 11Providing and Filling in foundation with granite / trap broken metal 100mm. And down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications.Cum2816.12816.167.15FalseNoneNoneFalseNoneFalse189101.1150
248489074914NonePWD CSR VOL I year 2023-24. I. No. 1.8 P.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.Cum537.51537.5185.08FalseNoneNoneFalseNoneFalse45731.35080
248489874914NonePWD SR of VOL III year 2023-24 (Sl.No.4.1, P.No23)Granular Sub-BaseA.Plant Mix MethodConstruction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (V) For Grading -V MaterialCum2611.352611.35121.5FalseNoneNoneFalseNoneFalse317279.0250
248486974914NonePWD CSR VOL I year 2023-24. I. No. 2.1.3 P.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 40 mm nominal size graded crushed coarse aggregatesCum6917.296917.2952.01FalseNoneNoneFalseNoneFalse359768.25290
248489174914NonePWD CSR VOL I year 2023-24. I. No. 2.1.3 P.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 40 mm nominal size graded crushed coarse aggregatesCum6917.296917.291.75FalseNoneNoneFalseNoneFalse12105.25750
248487074914NonePWD CSR VOL I year 2023-24. I. No. 2.1.4 P.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 40 mm nominal size graded crushed coarse aggregatesCum7180.637180.6336.49FalseNoneNoneFalseNoneFalse262021.18870
248489974914NonePWD SR of VOL III year 2023-24 (Sl.No.4.17, P.No26Wet Mix Macadam (Plant Mix Method)Providing, 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.Cum2686.952686.9591.12FalseNoneNoneFalseNoneFalse244834.8840
248489274914NonePWD CSR VOL I year 2023-24. I. No. 2.3.2 P.No. 16Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 aggregatesCum7484.47484.414.54FalseNoneNoneFalseNoneFalse108823.1760
248490074914NonePWD SR of VOL III year 2023-24 (Sl.No.16.28P.No149Providing 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.Cum7091.77091.7182.25FalseNoneNoneFalseNoneFalse1292462.3250
248489374914NonePWD CSR VOL I year 2023-24. Sl. No. 08 P.No. 111Percentage Additionalities for Formwork, Centering & Scaffolding Percentage on finished rate of concrete per m3, Culverts (Head walls) 8%Cum598.75598.7514.54FalseNoneNoneFalseNoneFalse8705.8250
248487174914NonePWD CSR VOL I year 2023-24. I. No. 1.8 P.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.Cum537.52537.5290.0FalseNoneNoneFalseNoneFalse48376.80
248490174914NonePWD CSR of VOL I year 2023-24 (It No .1.4.1 P.No 5Earth 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. In all kinds of soils Depth upto 1.5 mCum195.3195.3124.5FalseNoneNoneFalseNoneFalse24314.850
248487274914NonePWD SR VOL III year 2023-24. I No. 16.15,P.No.46Providing 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.. .c. 750mm DiaCum3501.753501.7522.5FalseNoneNoneFalseNoneFalse78789.3750
248489474914NonePWD SR VOL III year 2023-24. Sl. No.16.15,P.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.. .b. 1000mm Diam8355.98355.97.5FalseNoneNoneFalseNoneFalse62669.250
248487374914NonePWD CSR VOL I year 2023-24. I. No. 2.3.2 P.No. 16Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 aggregatesCum7484.47484.4262.38FalseNoneNoneFalseNoneFalse1963756.8720
248489574914NonePWD CSR VOL I year 2023-24. It. No. 2.11 P.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.c.Sub structure of BridgesKg80194.880194.80.3FalseNoneNoneFalseNoneFalse24058.440
248490274914NonePWD CSR of VOL I year 2023-24 It No .2.1.3 P.No 15Providing 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 ofall materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately ) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregatesCum6288.456288.4542.05FalseNoneNoneFalseNoneFalse264429.32250
248487474914NonePWD CSR VOL I year 2023-24. Sl. No. 06 P.No. 112Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 aggregates Additionalities for Formwork, Centering & Scaffolding Percentage on finished rate of concrete per m3, Box Culvert 20%Cum1496.881496.88298.87FalseNoneNoneFalseNoneFalse447372.52560
248490374914NonePWD CSR of VOL I year 2023-24 It No .2.4.2 P.No 17Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6639.156639.1574.5FalseNoneNoneFalseNoneFalse494616.6750
248487574914NonePWD CSR VOL I year 2023-24. I. No. 2.5.2 P.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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum7903.677903.6751.82FalseNoneNoneFalseNoneFalse409568.17940
248490474914NonePWD CSR of VOL I year 2023-24 Sl No .04 P.No 111Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates percentage Additionalities for Form work, Centering & Scaffolding-Cement Concrete Drain WallsCum2323.72323.743.6FalseNoneNoneFalseNoneFalse101313.320
248487674914NonePWD CSR VOL I year 2023-24. Sl. No. 06 P.No. 112Percentage Additionalities for Formwork, Centering & Scaffolding Percentage on finished rate of concrete per m3, Box Culvert 20%Cum1580.731580.7351.82FalseNoneNoneFalseNoneFalse81913.42860
248490574914NonePWD CSR of VOL I year 2023-24 It No .2.1.1 P.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. h.All other type of structuresKg82961.5582961.553.48FalseNoneNoneFalseNoneFalse288706.1940
248487774914NonePWD SR VOL III year 2023-24. Sl. No.12.2,P.No.117Providing 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 Specificationsm250.95250.95120.0FalseNoneNoneFalseNoneFalse30114.00
248487874914NonePWD CSR VOL I year 2023-24. It. No. 2.11 P.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.c.Sub structure of BridgesKg90754.6590754.6519.68FalseNoneNoneFalseNoneFalse1786051.5120
248487974914NonePWD CSR VOL I year 2023-24. It. No. 2.11 P.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.d.Super structure of BridgesKg90990.990990.93.37FalseNoneNoneFalseNoneFalse306639.3330
248488074914NonePWD SR VOL III year 2023-24. Sl. No.13.8,P.No. 121PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specificationCum7151.557151.5510.5FalseNoneNoneFalseNoneFalse75091.2750
248488174914NonePWD SR VOL III year 2023-24 Sl. No.13.9 P.No. 122Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant)Cum12426.7512426.7521.0FalseNoneNoneFalseNoneFalse260961.750
248488274914NonePWD SR VOL III year 2023-24. Sl. No.13.7 P.No.121Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specificationNos3434.553434.5522.0FalseNoneNoneFalseNoneFalse75560.10
248488374914NonePWD SR VOL III year 2023-24 Sl. No. 13.2,P.No.121Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant)Cum14669.5514669.5518.63FalseNoneNoneFalseNoneFalse273293.71650
248488474914NonePWD SR VOL III year 2023-24. Sl. No. 14.1P.No.129Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates.Cum2007.62007.697.82FalseNoneNoneFalseNoneFalse196383.4320
248488574914NonePWD SR VOL III year 2023-24 Sl. No. 12.3, P.No.117Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification.A Granular materialCum1226.41226.4300.0FalseNoneNoneFalseNoneFalse367920.00
248488674914NonePWD SR VOL III year 2023-24 Sl. No.12.4, P.No. 117Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.Cum2810.852810.8548.0FalseNoneNoneFalseNoneFalse134920.80
248488774914NonePWD SR VOL III year 2023-24 Sl. No. 13.15P.No. 123Filler joint(ii)Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.m143.85143.8520.0FalseNoneNoneFalseNoneFalse2877.00
248488874914NonePWD SR VOL III year 2023-24 Sl. No. 13. 4 P.No.121Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.m2445.452445.4535.68FalseNoneNoneFalseNoneFalse87253.6560
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17072087490000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17072087490000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17072087490001NoneNoneELIGIBILITYThe bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of kppp portal due to internet connectivity issues and technical glitches at bidders end.None
17072302140000NoneNoneELIGIBILITYAs per Karnataka State Government order No.LD/300/LET/2006 Bangalore Dated 01.01.2007 and Government Letter No.PW/134/BMS/2007 Dated 27.7.2007, a sum amounting to 1%of the bill amount will be deducted towards Construction Labour Welfare fund.None
17072302320000NoneNoneELIGIBILITYThe Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government Orders.None
17072302510000NoneNoneELIGIBILITYConditional tenders will not be acceptedNone
17072302640000NoneNoneELIGIBILITYThe Tenderer shall obtain the workdone certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer (District Level Officer) and scan the Original Certificate and attach the scanned file to the Bid. The Original Certificate/Certificates shall be produced at the time of opening of technical Bids for physical verification.None
17072302770000NoneNoneELIGIBILITYThe Employer reserves the right to Reject any or all Tenders without assigning any reason.None
17072302890000NoneNoneELIGIBILITYTenderer 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
17072303020000NoneNoneELIGIBILITYBidders are advised to note that, 18% GST will be added to the contract amount.None
17072303130000NoneNoneELIGIBILITYThe Increse in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time.None
17072303320000NoneNoneELIGIBILITYThe bidder should mention the UDIN No on the turnover certificate, failing which bid is rejectedNone
17072303510000NoneNoneELIGIBILITYIf the bidder uploaded the false document while participating in the tender, the bidder will be responsible and action will be initiated as per the tender clause.None
17072303990000NoneNoneELIGIBILITYThe work should be completed in 06 (Six) Months ( including monsoon)None
17072304120000NoneNoneELIGIBILITYThe KPWD Code, KTTP Act/Rules ,Delegation of Powers and other Government Orders issued by the Government from time to time will applyNone
17072304250000NoneNoneELIGIBILITYAll the specifications in the commercial bid format please be read as with all leads and lifts etc., complete as per specification and as directed by the engineer-in-charge.None
17072314530000NoneNoneELIGIBILITYUnit of steel read as tonnes wherever appears kgNone
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneTenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one yearNoneNone
NoneNoneNoneNoneOwning the following key and critical equipment for this work (xxxx, xxxx, xxxx)NoneNone
NoneNoneNoneNoneConstruction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awardedNoneNone
NoneNoneNoneNone3.2. To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2018-19 to 2022-23) , (b) Satisfactory completion as a prime contractor for at least one similar nature of work to an extent of 50% of the cost of the work. Rs. 54.88 Lakhs.Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNone3.2. To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2018-18 to 2022-23) (c) Executed in any one year (for a continuous period of 12 months), the minimum quantities of work: (usually 80% of annual rate or requirement) (a) Earthwork excavation /Subgrade/Embankment : 1690.00 cum (b) GSB : 136.00 Cum (c) WMM / WBM : 73.00 Cum (d) PCC / RCC : 908.00 Cum (e) Reinforcement Steel : 22.00 Tons.Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Quantitywise workdone certificate
NoneNoneNoneNone3.2 (a) To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2018-19 to 2022-23) (a) Achieved in at least two financial years a minimum financial turnover (In all classes of Civil Engineering Construction works only) (not less than 2 times the estimated annual payment under this contract) of Rs 219.50 Lakhs.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNone3.3 (b). Liquid assets and or availability of credit facilities of not less than Rs. 54.88 Lakhs. (Credit lines / Letter of credit / Certificates from Banks) for meeting the fund requirement etc. (usually the equivalent of the estimate cash flow for three months in peak construction period. ( NEW FORMAT ENCLOSED AS PER GOVT CIRCULAR NO.FDCAM/16/2022(K-2) DATED:-22-08-2022.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneTotal value of civl engineering works executed and payments received in the last five years (year-wise)Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneITR Filed Copy (Mentioning PAN)
NoneNoneNoneNoneReports on the financial standing of the tenderer, such as profit and loss statements and auditors reports for the last five yearsFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneITR Filed Copy (Mentioning PAN)
NoneNoneNoneNoneTENDERER PWD REGISTRATION CERTIFICATEOthersPWD Registration certificate
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- PWD REGISTRATION CERTIFICATE
NoneNoneNoneNoneList of existing commitments and ongoing worksOthersexisting commitments and ongoing works
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- List of existing commitments and ongoing works
NoneNoneNoneNoneList of works for which tenders already submittedOthersList of works for which tenders already submitted
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- List of works for which tenders already submitted
NoneNoneNoneNoneBanker Details for referenceOthersLegal status
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Banker details
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 contract, if awardedOtherskey technical and management personnel
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- key technical and management personnel
NoneNoneNoneNoneList of Financial Resources with CertificatesOthersList of Financial Resources with Certificates
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- List of Financial Resources with Certificates
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateTrueTechnical Bid
PWD Registration CertificateTrueTechnical Bid
Line of credit / Bankers certificateTrueTechnical Bid
Similar nature of single work done certificateTrueTechnical Bid
Quantitywise workdone certificateTrueTechnical Bid
Existing commitments or Ongoing worksTrueTechnical Bid
Assesed tender capacityTrueTechnical Bid
Any other relevant documents.TrueTechnical Bid
tenderWorkLocationList
tenderAddress
createdTs1707232693000
version0
createdDateNone
modifiedDateNone
blockNumberOffice of the Executive Engineer, PWD Division, RAICHUR-584101.
streetNone
cityRAICHUR
stateKarnataka
pin584101
tenderRecallDTONone