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titleConstruction of 3 KLD Feacal Sludge Treatment plant at Benakatti village in Bagalkot Taluk
descriptiononstruction of 3 KLD Feacal Sludge Treatment plant at Benakatti village in Bagalkot Taluk
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17234586110000NoneNoneWater /sewage treatment tanksConstruction of 3 KLD Feacal Sludge Treatment plant at Benakatti village in Bagalkot Taluk (Planted drying bed and screening chamber3305350.46
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3757748141195NonePWD SR 2023-24 Vol-I It no-1.15.1 P No-8ESTIMATE OF SCREENING CHAMBER AND PLANTEDDRYING BED Earth 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 ordinary/soft rock without blasting upto 3m depth. Formation of Ground (FGL) Avg 98.00Cum381.15381.15726.0FalseNoneNoneFalseNoneFalse276714.90
3757749141195NonePWD SR 2023-24 Vol-I It no-1.15.1 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 ordinary/soft rock without blasting upto 3m depth Below 1.5m excavation for PDB, Excavation for percolate drainCum446.25446.25205.7FalseNoneNoneFalseNoneFalse91793.6250
3757750141195NonePWD SR 2023-24 Vol-I It no-2.1.2 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregatesCum5947.25947.228.19FalseNoneNoneFalseNoneFalse167651.5680
3757751141195NonePWD SR 2023-24 Vol-I It no-2.2.3 P No-15Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6652.86652.8132.35FalseNoneNoneFalseNoneFalse880498.080
3757752141195NoneRate analysisExtra for providing and mixing water proofing material in cement plaster work in proporation recommenended by the manufactures including cost of material etc as per specification and as per directions of the engineer in charge.Cum188.25188.259.93FalseNoneNoneFalseNoneFalse1869.32250
3757753141195NonePWD SR 2023-24 Vol-I 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.All other type of structuresKg82.9682.9613235.12FalseNoneNoneFalseNoneFalse1097985.55520
3757754141195NonePWDSR 2023-24 Vol-I Addendum 1 Sl No-3&11 P No-111Providing and removing centering, shuttering, strutting, propping etc., and removal of formwork for foundation, footings, bases of columns for mass concrete including cost of all materials , labour complete as per specification For pcc foundation worksSqm5947.25947.21.41FalseNoneNoneFalseNoneFalse8385.5520
3757755141195NonePWDSR 2023-24 Vol-I Addendum 1 Sl No-3&11 P No-111Providing and removing centering, shuttering, strutting, propping etc., and removal of formwork for foundation, footings, bases of columns for mass concrete including cost of all materials , labour complete as per specification For RCC foundation worksSqm6652.86652.82.54FalseNoneNoneFalseNoneFalse16898.1120
3757756141195NonePWDSR 2023-24 Vol-I Addendum 1 Sl No-3&11 P No-111Providing and removing centering, shuttering, strutting, propping etc., and removal of formwork for foundation, footings, bases of columns for mass concrete including cost of all materials , labour complete as per specification For RCC WallsSqm6652.86652.88.15FalseNoneNoneFalseNoneFalse54220.320
3757757141195NonePWD SR 2023-24 Vol-II It no-8.3.1 P No-42Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per direc- tions of Engineer-in-chargeSqm371.7371.7950.94FalseNoneNoneFalseNoneFalse353464.3980
3757758141195NoneRate analysisExtra for providing and mixing water proofing material in cement plaster work in proporation recommenended by the manufactures including cost of material etc as per specification and as per directions of the engineer in charge.Sqm188.25188.2571.32FalseNoneNoneFalseNoneFalse13425.990
3757759141195NonePWD SR 2023-24 Vol-V It no-10.1.7 P No-113Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For:PVC pipes 110mm dia., 6 kg/sqcm & class 3Mtr431.55431.55123.6FalseNoneNoneFalseNoneFalse53339.580
3757760141195NonePWD SR 2023-24 Vol-V It no-10.10.8 P No-117Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia PVC TeeEach263.55263.5524.0FalseNoneNoneFalseNoneFalse6325.20
3757761141195NonePWD SR 2023-24 Vol-V It no-10.9.8 P No-117Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia PVC ElbowsEach317.1317.160.0FalseNoneNoneFalseNoneFalse19026.00
3757762141195NonePWD SR 2023-24 Vol-V It no-10.1.9 P No-113Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For:PVC pipes 160mm dia., 6 kg/sqcm & class 3Mtr648.9648.961.2FalseNoneNoneFalseNoneFalse39712.680
3757763141195NonePWD SR 2023-24 Vol-V It no-10.10.10 P No-118Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 160 mm dia PVC TeeEach489.3489.336.0FalseNoneNoneFalseNoneFalse17614.80
3757764141195NoneRate analysisProvinding and laying of course aggregate size as below after washing & sieving to make it free from fines dust.53 mm nominal sizeCum1325.511325.5129.4FalseNoneNoneFalseNoneFalse38969.9940
3757765141195NoneRate analysisProvinding and laying of course aggregate size as below after washing & sieving to make it free from fines dust 20mm nominal sizeCum1469.941469.9414.7FalseNoneNoneFalseNoneFalse21608.1180
3757766141195NoneRate analysisProvinding and laying of course aggregate size as below after washing & sieving to make it free from fines dust 6mm nominal sizeCum1547.711547.7114.7FalseNoneNoneFalseNoneFalse22751.3370
3757767141195NoneRate analysisProvinding and laying of course aggregate size as below after washing & sieving to make it free from fines dust Sand/artificial sand/Manufactured sand (0.75 to 4.75mm)Cum1614.371614.3729.4FalseNoneNoneFalseNoneFalse47462.4780
3757768141195NoneRate analysisSupplying/casting and fixing precast Reinforced cement concrete perforated slabs (2" dia hole) of following thickness in RCC 1:2:4 using following HBGS elly including cost of reinforcement steel in position, cost of moulding charges,casting of slab, finishing,curing and fixing in position in all floors etc., complete complying with standard specification and as directed.Percolated channel perforated slabs(850mmX500mmX75mm).Each481.61481.6148.0FalseNoneNoneFalseNoneFalse23117.280
3757769141195NonePWD SR 2023-24 Vol-II It no-8.41 P No-48Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sqm175.35175.35299.49FalseNoneNoneFalseNoneFalse52515.57150
17234586110000NoneNoneWater /sewage treatment tanksConstruction of 3 KLD Feacal Sludge Treatment plant at Benakatti village in Bagalkot Taluk(planted gravel filter)155522.84
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3757770141196NonePWD SR 2023-24 Vol-I It no-1.15.1 P No-8ESTIMATE OF PLANTED GRAVEL FILTER Earthwork Earth 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 ordinary/soft rock without blasting upto 1.5m depth Excation for PGF upto 1.5m depthCum381.15381.1542.39FalseNoneNoneFalseNoneFalse16156.94850
3757771141196NonePWD SR 2023-24 Vol-I It no-2.1.2 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregatesCum5947.25947.21.83FalseNoneNoneFalseNoneFalse10883.3760
3757772141196NonePWD SR 2023-24 Vol-I It No-2.2.3 P No-15Providing and laying in position 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6652.86652.87.12FalseNoneNoneFalseNoneFalse47367.9360
3757773141196NonePWD SR 2023-24 Vol-I It no-2.11.h 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.Kg82.9682.96712.37FalseNoneNoneFalseNoneFalse59098.21520
3757774141196NonePWDSR 2023-24 Vol-I Addendum 1 Sl No-3&11 P No-111Providing and removing centering, shuttering, strutting, propping etc., and removal of formwork for foundation, footings, bases of columns for mass concrete including cost of all materials , labour complete as per specification For RCC Base slabSqm5947.25947.20.09FalseNoneNoneFalseNoneFalse535.2480
3757775141196NonePWDSR 2023-24 Vol-I Addendum 1 Sl No-3&11 P No-111Providing and removing centering, shuttering, strutting, propping etc., and removal of formwork for foundation, footings, bases of columns for mass concrete including cost of all materials , labour complete as per specification For RCC base slabSqm6652.86652.80.17FalseNoneNoneFalseNoneFalse1130.9760
3757776141196NonePWDSR 2023-24 Vol-I Addendum 1 Sl No-3&11 P No-111Providing and removing centering, shuttering, strutting, propping etc., and removal of formwork for foundation, footings, bases of columns for mass concrete including cost of all materials , labour complete as per specification For RCC wallsSqm6652.86652.80.38FalseNoneNoneFalseNoneFalse2528.0640
3757777141196NonePWD SR 2023-24 Vol-II It no-8.3.1 P No-41Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per direc- tions of Engineer-in-charge.Sqm371.7371.720.64FalseNoneNoneFalseNoneFalse7671.8880
3757778141196NoneRate analysisExtra for providing and mixing water proofing material in cement plaster work in proporation recommenended by the manufactures including cost of material etc as per specification and as per directions of the engineer in charge.Sqm188.25188.251.55FalseNoneNoneFalseNoneFalse291.78750
3757779141196NonePWD SR 2023-24 Vol-V It no-10.1 P No-113Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For:PVC pipes 110mm dia., 6 kg/sqcm & class 3Mtr431.55431.552.5FalseNoneNoneFalseNoneFalse1078.8750
3757780141196NoneRate analysis110mm dia perforated sampling pipeMtr696.03696.030.9FalseNoneNoneFalseNoneFalse626.4270
3757781141196NoneRate analysis110mm dia perforated pipeMtr696.03696.032.2FalseNoneNoneFalseNoneFalse1531.2660
3757782141196NoneRate analysisProvinding and laying of course aggregate size as below after washing & sieving to make it free from fines dust. 120-80mm nominal size(at center)Cum1278.041278.042.1FalseNoneNoneFalseNoneFalse2683.8840
3757783141196NoneRate analysisProvinding and laying of course aggregate size as below after washing & sieving to make it free from fines dust. 40-20mm nominal sizeCum1469.941469.940.96FalseNoneNoneFalseNoneFalse1411.14240
3757784141196NoneRate analysisProvinding and laying of course aggregate size as below after washing & sieving to make it free from fines dust. 20mm nominal sizeCum1469.941469.940.68FalseNoneNoneFalseNoneFalse999.55920
3757785141196NoneRate analysisProvinding and laying of course aggregate size as below after washing & sieving to make it free from fines dust. 12-10mm nominal sizeCum1469.941469.940.73FalseNoneNoneFalseNoneFalse1073.05620
3757786141196NonePWD SR 2023-24 Vol-II It No-8.41P No-48Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sqm175.35175.352.59FalseNoneNoneFalseNoneFalse454.15650
17234586110000NoneNoneWater /sewage treatment tanksConstruction of 3 KLD Feacal Sludge Treatment plant at Benakatti village in Bagalkot Taluk(Intergrated settler and anaerobic filter)362255.63
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3757787141197NonePWD SR2023-24,Volume 1, Sl.No 1.15.1 (pg no 8)Estimate for NTEGRATED SETTLER AND ANAEROBIC FILTER. Earth 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 ordinary/soft rock without blasting upto 1.5 m depth and 3m.Excavation for ISAF upto 1.5 mCum381.15381.1542.97FalseNoneNoneFalseNoneFalse16378.01550
3757788141197NonePWD SR 2023-24,Volume 1, Sl.No 1.15.1 (pg no 8)Earth 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.Excavation for ISAF 1.5m to 3.0 mCum446.25446.2524.58FalseNoneNoneFalseNoneFalse10968.8250
3757789141197NonePWD SR 2023-24 ,Volume 1, Sl.No 2.1.2 (pg no 15)Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately.Mix 1:4:8 (M 7.5) Using 40 mm nominal size graded crushed coarse aggregatesCum5947.25947.21.3FalseNoneNoneFalseNoneFalse7731.360
3757790141197NonePWD SR 2023-24 ,Volume 1, Sl.No 2.2.3.(pg no 15)Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6652.86652.810.82FalseNoneNoneFalseNoneFalse71983.2960
3757791141197NonePWD SR 2023-24 Vol I sl. no. 2.11 (h), page 18Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications.Kg82.9682.961081.65FalseNoneNoneFalseNoneFalse89733.6840
3757792141197NonePWD SR 2023-24,Vol 1, Addendum 1 Sl.No 3&11 Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specificaitons.For Foundation works.PCC bed for settler+AFSqm5947.25947.20.06FalseNoneNoneFalseNoneFalse356.8320
3757793141197NonePWD SR 2023-24,Volume 1, Addendum 1 Sl.No 3&11 Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specificaitons.For Foundation works.RCC bedSqm6652.86652.80.12FalseNoneNoneFalseNoneFalse798.3360
3757794141197NonePWD SR 2023-24,Volume 1, Addendum 1 Sl.No 3&11 Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specificaitons.For Foundation works.RCC wallsSqm6652.86652.88.65FalseNoneNoneFalseNoneFalse57546.720
3757795141197NonePWD SR 2023-24 ,Volume 2, Sl.No 6.34 (pg no 17)Providing and constructing non load bearing wall with solid concrete blocks of size 400x100x200mm having a block density not less than 1800kg/m3 having a minimum average compressive strength of 4.00 N/mm2 confirming to IS 2185 (Part 1):2005 and constructed with CM 1:4, as per IS 2572:2005 including cost of all materials, labour charges, scaffolding, curing, hire charges of machineries etc., complete as per specifications.SBM wall to support perforated slabSqm1159.21159.22.3FalseNoneNoneFalseNoneFalse2666.160
3757796141197NonePWD SR 2023-24 ,Volume II, Sl.No 8.3.1 (pg no 41)Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-chargeSqm371.7371.7126.42FalseNoneNoneFalseNoneFalse46990.3140
3757797141197NoneRate analysisExtra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer in-ChargeSqm188.25188.259.48FalseNoneNoneFalseNoneFalse1784.610
3757798141197NonePWD SR 2023-24 ,Volume V, Sl.no 10.1.7 (Page 113)Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For:PVC pipes 110mm dia., 6 kg/sqcm & class 3Mtr431.55431.5536.7FalseNoneNoneFalseNoneFalse15837.8850
3757799141197NonePWD SR Common SR Vol-V, Sl.no 10.10.8, (page 117)Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia PVC TeeEach263.55263.5511.0FalseNoneNoneFalseNoneFalse2899.050
3757800141197NoneRate analysisProviding and laying of Cinder of 120mm-150mm size free from debris and dust, includes procuring,transporation and laying into the anaerobic filter as per instruction of Engineer-in-chargeCum751.21751.212.0FalseNoneNoneFalseNoneFalse1502.420
3757801141197NoneRate analysisSupplying/Casting and fixing Precast Reinforced Cement Concrete perforated slabs (2" dia hole) of following thickness in RCC 1:2:4, using following HBGS jelly including cost of reinforcement steel in position, cost of moulding charges, casting of slab.Maintenance covers 600 mm x 600 mm x 50 mmEach271.97271.973.0FalseNoneNoneFalseNoneFalse815.910
3757802141197NoneRate analysisSupplying/Casting and fixing Precast Reinforced Cement Concrete perforated slabs (2" dia hole) of following thickness in RCC 1:2:4, using following HBGS jelly including cost of reinforcement steel in position, cost of moulding charges, casting of slab,Perforated slabs 485mm X 985mm X 50mmEach265.92265.928.0FalseNoneNoneFalseNoneFalse2127.360
3757803141197NonePWD SR 2023-24 ,Volume II, Sl.No 8.41(pg no 48)Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sqm175.35175.3523.03FalseNoneNoneFalseNoneFalse4038.31050
3757804141197NonePWD SR 2021-22 ,Volume VIII, Sl.no 2.3 f (Page 11)Plantation-Loading and unloading of polythene bagged seedlings: Loading of polythene bagged seedlings into vehicle at the nursery site and unloading at site nearest to planting site. Seedlings raised in 14" X 20" bags1000 / Nos12202.2612202.260.588FalseNoneNoneFalseNoneFalse7174.928880
3757805141197NonePWD SR 2021-22 ,Volume VIII, Sl.no 2.4 f (Page 12)Transportation of polythene bagged seedlings in hired truck from nursery site to plantation site. Seedlings raised in 14" X 20" bags : Distance upto 10km1000 / Nos8092.548092.540.588FalseNoneNoneFalseNoneFalse4758.413520
3757806141197NonePWD SR 2021-22 ,Volume VIII, Sl.no 2.5A f Page 12Conveyance of polythene bagged seedlings on head load from dumping site to planting location, near each trench/pits (Distance upto 3km)1000 / Nos13191.5613191.560.588FalseNoneNoneFalseNoneFalse7756.637280
3757807141197NonePWD SR 2021-22 ,Volume VIII, Sl.no 2.6 f (Page 12)Planting of polythene bagged seedlings after tearing with blade and removing polythene bags in trenches/pits including scooping soil to required depth , pressing soil gently around seedling after planting.1000 / Nos14296.8814296.880.588FalseNoneNoneFalseNoneFalse8406.565440
17234586110000NoneNoneWater /sewage treatment tanksConstruction of 3 KLD Feacal Sludge Treatment plant at Benakatti village in Bagalkot Taluk(COLLECTION TANK)48030.97
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3757808141198NonePWD SR 023- 24,Volume 1, Sl.No 1.15.1 (pg no 8)ESTIMATE FOR COLLECTION TANK Earth 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 ordinary/soft rock without blasting upto 1.5 m depth and 3m.Excavation for soak pit upto 1.5mCum381.15381.154.95FalseNoneNoneFalseNoneFalse1886.69250
3757809141198NonePWD SR 2023- 24,Volume 1, Sl.No 1.15.1 (pg no 8)Earth 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.Excavation for soak pit from 1.5m to 3.0 mCum446.25446.252.48FalseNoneNoneFalseNoneFalse1106.70
3757810141198NonePWD SR 2023- 24, Volume 1, Sl.No1.2.3 (pg no 54)Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications.Cum2816.12816.10.99FalseNoneNoneFalseNoneFalse2787.9390
3757811141198NonePWD SR 2023-24 ,Volume 1, Sl.No 2.1.2 (pg no 15)Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately.Mix 1:4:8 (M 7.5) Using 40 mm nominal size graded crushed coarseCum5947.25947.20.45FalseNoneNoneFalseNoneFalse2676.240
3757812141198NonePWD SR 2023- 24,Volume 1, Addendum 1 Sl.No 3&11 Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specificaitons.For Foundation works. PCC foundationSqm5947.25947.20.02FalseNoneNoneFalseNoneFalse118.9440
3757813141198NoneRate analysisPrecast Concrete Ring Supplying & errection of RCC rings for well steining of 0.3 Mtr Depth using M-20 grade concrete using clean graded granite or trap or jelly of approved quality 20mm and down size well compacted including centering, formwork and plastering for both faces with C.M 1:3 proportion as per design using 6.50mm M.S. coil at the rate of 10 Kgs/ring including cost of steel and fabrication, bailing out of water, errection etc., complete.For 1.50m dia (clear) rings of steining thickness 0.075mm upto 18 M depthSqm1601.221601.228.0FalseNoneNoneFalseNoneFalse12809.760
3757814141198NonePWD SR 2023-24 ,Volume II, Sl.No 8.3.1 (pg no 41)Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-chargeSqm371.7371.712.6FalseNoneNoneFalseNoneFalse4683.420
3757815141198NoneRate analysisSupplying/Casting and fixing Precast Reinforced Cement Concrete slabs of following thickness in RCC 1:2:4 (one cement, two sand and four aggregates), using following HBGS jelly including cost of reinforcement steel in position, cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed.1650mm dia (top slab)Each3231.173231.171.0FalseNoneNoneFalseNoneFalse3231.170
3757816141198NonePWR SR 2023- 24,Volume V, 10.1 (Page 113)Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For:PVC pipes 110mm dia., 6 kg/sqcm & class 3Mtr431.55431.554.2FalseNoneNoneFalseNoneFalse1812.510
3757817141198NonePWD SR Common SR Vol-V, Sl.no 10.10.8, (page 117)Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia PVC TeeEach263.55263.552.0FalseNoneNoneFalseNoneFalse527.10
3757818141198NonePWD SR 2023-24 ,Volume V, Sl.No 13.40.1(pg no 157)ESTIMATE FOR PUMP-Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latest amendments(2 HP, Size 65x50 Head 13M, Discharge 462 LPM)Each16390.516390.51.0FalseNoneNoneFalseNoneFalse16390.50
17234586110000NoneNoneWater /sewage treatment tanksConstruction of 3 KLD Feacal Sludge Treatment plant at Benakatti village in Bagalkot Taluk(SOAK PIT)20306.42
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3757819141199NonePWD SR 2023- 24,Volume 1, Sl.No 1.15.1 (pg no 8)ESTIMATE FOR SOAK PIT Earth 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 ordinary/soft rock without blasting upto 1.5 m depth and 3m.Excavation for soak pit upto 1.5mCum381.15381.152.83FalseNoneNoneFalseNoneFalse1078.65450
3757820141199NonePWD SR 2023- 24,Volume 1, Sl.No 1.15.1 (pg no 8)Earth 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.Excavation for soak pit from 1.5m to 3.0 mCum446.25446.251.89FalseNoneNoneFalseNoneFalse843.41250
3757821141199NonePWD SR 2023- 24,Volume 1, Sl.No1.2.3 (pg no 54)Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications.soling bed for Soak pitCum2816.12816.10.57FalseNoneNoneFalseNoneFalse1605.1770
3757822141199NoneRate analysisPrecast Concrete Ring Supplying & errection of RCC rings for well steining of 0.3 Mtr Depth using M-20 grade concrete using clean graded granite or trap or jelly of approved quality 20mm and down size well compacted including centering, formwork and plastering for both faces with C.M 1:3 proportion as per design using 6.50mm M.S. coil at the rate of 10 Kgs/ring including cost of steel and fabrication, bailing out of water, errection etc., complete.For 1.50m dia (clear) rings of steining thickness 0.075mm upto 18 M depthEach1601.221601.228.0FalseNoneNoneFalseNoneFalse12809.760
3757823141199NoneRate analysisSupplying/Casting and fixing Precast Reinforced Cement Concrete slabs of following thickness in RCC 1:2:4 (one cement, two sand and four aggregates), using following HBGS jelly including cost of reinforcement steel in position, cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed.1650mm dia (top slab)Each3231.173231.171.0FalseNoneNoneFalseNoneFalse3231.170
3757824141199NonePWD SR 2023- 24,Volume V, 10.1 (Page 113)Wastewater pipe-Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For:PVC pipes 110mm dia., 6 kg/sqcm & class 3Mtr431.55431.551.1FalseNoneNoneFalseNoneFalse474.7050
3757825141199NonePWD SR Vol-V, Sl.no 10.10.8, (page 117)Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia PVC TeeEach263.55263.551.0FalseNoneNoneFalseNoneFalse263.550
17234586110000NoneNoneWater /sewage treatment tanksConstruction of 3 KLD Feacal Sludge Treatment plant at Benakatti village in Bagalkot Taluk(PERCOLATION DRIAN/REGISTER)224492.17
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3757826141200NonePWD SR 2023- 24,Volume 1, Sl.No 1.15.1 (pg no 8) ESTIMATE FOR PERCOLATE DRAIN Earth 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.PDB register DrainCum381.15381.1554.29FalseNoneNoneFalseNoneFalse20692.63350
3757827141200NonePWD SR 2023-24 ,Volume 1, Sl.No 2.1.2 (pg no 15)Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately.Mix 1:4:8 (M 7.5) Using 40 mm nominal size graded crushed coarse aggregateCum5947.25947.26.05FalseNoneNoneFalseNoneFalse35980.560
3757828141200NoneRate analysisPrecast Concrete Cover 600 mm x 600 mm x 50 mmEach271.97271.9776.0FalseNoneNoneFalseNoneFalse20669.720
3757829141200NonePWD SR 2023-24 ,Volume 2, Sl.No 6.33 (pg no 17)Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specificationsSqm1292.551292.5566.18FalseNoneNoneFalseNoneFalse85540.9590
3757830141200NonePWD SR 2023-24 ,Volume II, Sl.No 8.3.1 (pg no 41)Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-chargeSqm371.7371.7159.68FalseNoneNoneFalseNoneFalse59353.0560
3757831141200NoneRate analysisExtra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer in- ChargeSqm188.25188.2511.98FalseNoneNoneFalseNoneFalse2255.2350
17234586110000NoneNoneWater /sewage treatment tanksConstruction of 3 KLD Feacal Sludge Treatment plant at Benakatti village in Bagalkot Taluk(INTERLOCKING PAVEMENTRAMP AND EMBACKMENT)714682.43
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3757832141201NonePWD SR 2023- 24,Volume 1, Sl.No1.2.3 (pg no 54)ESTIMATE FOR INTERLOCKING PAVEMENT Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M- Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications.Cum2816.12816.153.2FalseNoneNoneFalseNoneFalse149816.520
3757833141201NonePWD SR 2023- 24 ,Volume II, Sl.No 9.25 (pg no 64)Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-chargeSqm840.0840.0267.63FalseNoneNoneFalseNoneFalse224809.20
3757834141201NonePWD SR 2023- 24 ,Volume IV WRD, Sl.No WRD 3.41.1 (Providing and constructing 250mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing etc., complete with all lead and liftsSqm424.2424.269.0FalseNoneNoneFalseNoneFalse29269.80
3757835141201NonePWD SR 2023-24 ,Volume III , Sl.No 8.2 (b) Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 40Cum389.55389.551.6FalseNoneNoneFalseNoneFalse623.280
3757836141201NonePWD SR 2023- 24 ,Volume 1, Sl.No 1.8 (pg no 7)ESTIMATE FOR EMBANKMENT+RAMP Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the workCum497.7497.7200.48FalseNoneNoneFalseNoneFalse99778.8960
3757837141201NonePWD SR 2023- 24 ,Volume III, Sl.No 3.7 (pg no 17)Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment constructionCum110.25110.2586.05FalseNoneNoneFalseNoneFalse9487.01250
3757838141201NonePWD SR 2023- 24,Volume 1, Sl.No 1.15.1 (pg no 8) Earth 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 ordinary/soft rock without blasting upto 1.5 m depth and 3mCum381.15381.1521.0FalseNoneNoneFalseNoneFalse8004.150
3757839141201NonePWD SR 2023- 24 ,Volume 1, Sl.No 2.1.2 (pg no 15)Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately.Mix 1:4:8 (M 7.5) Using 40 mm nominal size graded crushed coarse aggregatesCum5947.25947.22.48FalseNoneNoneFalseNoneFalse14749.0560
3757840141201NonePWD SR 2023- 24 ,Volume 1, Sl.No 2.2.3.(pg no 15)Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregateCum6652.86652.814.94FalseNoneNoneFalseNoneFalse99392.8320
3757841141201NoneRate analysisExtra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer in- ChargeCum188.25188.2514.94FalseNoneNoneFalseNoneFalse2812.4550
3757842141201NonePWD SR 2023- 24 Vol I sl. no. 2.11 (h), page 18Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specificationsKg82.9682.96747.0FalseNoneNoneFalseNoneFalse61971.120
3757843141201NonePWD SR 2023- 24,Volume 1, Addendum 1 Sl.No 3&11Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specificaitons.For Foundation works FOR PCC Base slabSqm5947.25947.20.12FalseNoneNoneFalseNoneFalse713.6640
3757844141201NonePWD SR 2023- 24,Volume 1, Addendum 1 Sl.No 3&11 Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specificaitons.For Foundation works.For RCC base slab and RCC wallsSqm6652.86652.81.23FalseNoneNoneFalseNoneFalse8182.9440
3757845141201NonePWD SR 2023-24 ,Volume III , Sl.No 12.1Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical SpecificationsMtr144.9144.935.0FalseNoneNoneFalseNoneFalse5071.50
17234586110000NoneNoneWater /sewage treatment tanksConstruction of 3 KLD Feacal Sludge Treatment plant at Benakatti village in Bagalkot Taluk(CHAIN LINK FENCING)703839.78
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3757846141202NonePWD SR 2023- 24,Volume 1, Sl.No 1.15.1 (pg no 8)Earth 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 Upto 1.5M In ordinary/soft rock without blasting upto 1.5 m depth and 3mCum381.15381.1534.0FalseNoneNoneFalseNoneFalse12959.10
3757847141202NonePWD SR 2023-24 ,Volume 1, Sl.No 2.1.2 (pg no 15)Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately.Mix 1:4:8 Using 20 mm nominal size graded crushed coarse aggregatesCum5947.25947.217.0FalseNoneNoneFalseNoneFalse101102.40
3757848141202NonePWD 2023-24 VOL-II SR Sl. No 11.60, Pg.No-15Providing and fixing G.I. chain link fabricfencing of required width in mesh size 25x25mm made of G.I. wire of dia 3 mm includingstrengthening with 2 mm dia wire or nuts,bolts and washers as required complete as per the direction of Engineer-in-chargeSqm937.65937.65489.6FalseNoneNoneFalseNoneFalse459073.440
3757849141202NonePWD 2023-24 VOL-II SR Sl. No 11.57.2, Pg.N-95Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete ISA 50x50x6mm @ 4.5kg/mKg118.65118.651101.6FalseNoneNoneFalseNoneFalse130704.840
17234586110000NoneNoneWater /sewage treatment tanksConstruction of 3 KLD Feacal Sludge Treatment plant at Benakatti village in Bagalkot Taluk(FLEXIBLE PAVEMENT)1195850.76
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3757850141203NonePWD SR 2023- 24 ,Volume 1, Sl.No 1.1 (pg no 5)ESTIMATE FOR FLEXIBLE PAVEMENT-Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required to complete the workCum95.5595.55205.9FalseNoneNoneFalseNoneFalse19673.7450
3757851141203NonePWD SR 023- 24 ,Volume III, Sl.No 3.7 (pg no 17)Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment constructionCum110.25110.2541.18FalseNoneNoneFalseNoneFalse4540.0950
3757852141203NonePWD SR 2023-24 ,Volume 3, Sl.No. 4.2. 401 B.i (PagBy Mix in Place Method . Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading I MateriaCum2478.02478.041.18FalseNoneNoneFalseNoneFalse102044.040
3757853141203NonePWD SR 2023-24 ,VoL- 3, Sl.No. 5.2 (502).B.i Providing and applying primer coat with SS1 grade Bituminous Emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.90 kg/m2 using mechanical means.Sqm55.6555.65205.9FalseNoneNoneFalseNoneFalse11458.3350
3757854141203NonePWD SR 2023-24 ,Volume 3, Sl.No. 4.17 P.N-24Providing, laying, spreading and compacting graded stones aggregate to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specificationsCum2686.952686.9530.89FalseNoneNoneFalseNoneFalse82999.88550
3757855141203NonePWD SR 2023-24 ,Volume 2, Sl.No 11.16.2(pg no 82)Estimate of Roof for the Planted Drying Bed-Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.Kg154.35154.354844.5FalseNoneNoneFalseNoneFalse747748.5750
3757856141203NonePWD SR 2023-24 ,Volume 2, Sl.No 7.38 (pg no 26)Providing and fixing precoated galvanized iron profile sheets (size, shape, and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required For PDB RoofSqm596.4596.4295.42FalseNoneNoneFalseNoneFalse176188.4880
3757857141203NonePWD SR 2023- 24,Volume 2, Sl.No 7.39.6 (pg no 27)Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Gutter (600 mm over all girth)m1127.71127.745.4FalseNoneNoneFalseNoneFalse51197.580
17234586110000NoneNoneWater /sewage treatment tanksConstruction of 3 KLD Feacal Sludge Treatment plant at Benakatti village in Bagalkot Taluk(OPERTORROOM,TOILET,ELECTIRCALWORK920418.52
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3757858141204NonePWD SR 2021- 22 ,Volume 1, Sl.No 1.14.1 (pg no 8)Estimate of Operator Room + Toilet Block Earth 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 workCum381.15381.15105.55FalseNoneNoneFalseNoneFalse40230.38250
3757859141204NonePWD SR 2023- 24,Volume 1, Sl.No1.2.3 (pg no 54)Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M- Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications.Cum2816.12816.14.5FalseNoneNoneFalseNoneFalse12672.450
3757860141204NonePWD SR 2023- 24 ,Volume 1, Sl.No 2.1.2 (pg no 15)Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately.Mix 1:4:8 (M 7.5) Using 40 mm nominal size graded crushed coarse aggregatesCum5947.25947.24.1FalseNoneNoneFalseNoneFalse24383.520
3757861141204NonePWD SR 2022- 23 ,Volume 1, Sl.No 2.1.4 (pg no 15)Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregatesCum6527.856527.852.25FalseNoneNoneFalseNoneFalse14687.66250
3757862141204NonePWD SR 2023- 24 ,Volume 1, Sl.No 2.2.3.(pg no 15)Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregaCum6652.86652.87.89FalseNoneNoneFalseNoneFalse52490.5920
3757863141204NonePWD SR 2023- 24 Vol I sl. no. 2.11 (h), page 18)Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary compKg82.9682.96789.0FalseNoneNoneFalseNoneFalse65455.440
3757864141204NonePWD SR 2023- 24,Volume 1, Add- 1 Sl.No 3&11 Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specificaitons.For Foundation works.PCC foundationSqm5947.25947.20.21FalseNoneNoneFalseNoneFalse1248.9120
3757865141204NonePWD SR 2023- 24,Volume 1, Addendum 1 Sl.No 3&11 Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specificaitons.For Foundation works.PCC above soilingSqm6527.856527.850.11FalseNoneNoneFalseNoneFalse718.06350
3757866141204NonePWD SR 2023- 24,Volume 1, Addendum 1 Sl.No 3&11Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specificaitons.For Foundation works RCC PB,RCC Top slab,RCC Lintel,RCC ChejjaSqm6652.86652.84.23FalseNoneNoneFalseNoneFalse28141.3440
3757867141204NonePWD SR 2023- 24 ,Volume II, Sl.No 6.3 (pg no 13)Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of workCum9317.79317.714.92FalseNoneNoneFalseNoneFalse139020.0840
3757868141204NonePWD SR 2023- 24 ,Volume II, Sl.No 8.3.1 (pg no 41)Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in- chargeSqm371.7371.7160.41FalseNoneNoneFalseNoneFalse59624.3970
3757869141204NonePWD SR 2023- 24 ,Volume II, Sl.No 8.4.2 (pg no 41)Providing 12mm thick cement plaster in single coat with cement mortar 1:4, to ceiling including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.Sqm327.6327.652.2FalseNoneNoneFalseNoneFalse17100.720
3757870141204NonePWD SR 2023- 24 ,Volume II, Sl.No 8.2.2 (pg no 41)Providing rough cement plastering 15mm thick in single coat with cement mortar 1:6 to brick masonry for base of dadooing works with sand of approved quality, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.Sqm292.95292.9538.22FalseNoneNoneFalseNoneFalse11196.5490
3757871141204NoneRate analysisExtra for providing and mixing waterproofing compound in cement plaster for birck masonry work at one kg per bag or in the proportion recommended by the manufacturers, for cement mortar 1:4, 20mm thick cost of materials complete as per specificationsSqm188.25188.25250.83FalseNoneNoneFalseNoneFalse47218.74750
3757872141204NonePWD SR 023- 24 ,Volume I, Sl.No 3.2 Page 23Providing cement mortar of mix 1:2 (1 cement : 2 sand) including cost of all materials, labour charges, HOM of machinery complete as per specificationsCum6550.956550.951.13FalseNoneNoneFalseNoneFalse7402.57350
3757873141204NonePWD SR 2023- 24,Volume II, Sl.No 9.12.2 (pg no 60)Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately) Size of Tile 600x600 mm Flooring at ORSqm1202.251202.2513.5FalseNoneNoneFalseNoneFalse16230.3750
3757874141204NonePWD SR 2023- 24 ,Volume II, Sl.No 9.7.1 (pg no 59)Providing and fixing 10 mm thick acid and/or alkali resistant tiles of ap proved make and colour using acid and/or alkali resisting mortar bedding for Bathrooms: Toilet: Chemically exposed areas and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. Flooring at toiletSqm1308.31308.39.0FalseNoneNoneFalseNoneFalse11774.70
3757875141204NonePWD SR 2023- 24 ,Volume II, Sl.No 9.39 (pg no 65)Providing skirting, dadooing, rises of steps with colour glazed tiles 10mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Dadoing at toilet (Colour glazed tiles 15x15 cms 10 mm thick)Sqm1521.451521.4525.5FalseNoneNoneFalseNoneFalse38796.9750
3757876141204NonePWD SR 023- 24 ,Volume II, Sl.No 11.5.1 (pg no 75)Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge.Sqm4701.94701.96.72FalseNoneNoneFalseNoneFalse31596.7680
3757877141204NonePWD SR 023- 24,Volume II, Sl.No 11.44 (pg no 91)Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer- in-charge complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- ChargeSqm4562.254562.253.41FalseNoneNoneFalseNoneFalse15557.27250
3757878141204NonePWD SR 2023- 24 ,Volume II, Sl.No 11.34B pg no 86Providing and fixing M.S.grill work for windows and ventilators weighing 21kg/sqm using M.S. flats, or M.S. square rods, or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer, cost of materials, fixtures, labour and HOM of machinery complete as per specifications.Kg192.15192.1571.51FalseNoneNoneFalseNoneFalse13740.64650
3757879141204NonePWD SR 2023- 24 ,Volume II, Sl.No 8.41(pg no 48)Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-chargeSqm175.35175.35160.41FalseNoneNoneFalseNoneFalse28127.89350
3757880141204NonePWD SR 2023- 24 ,Volume II, Sl.No 8.39(pg no 48)Providing and applying painting in two coats with plastic emulsion paint of approved brand shade on ceiling and / or sloping roof after throughly brushing the surface, free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour, complete as per specifications. with primerSqm133.35133.3552.2FalseNoneNoneFalseNoneFalse6960.870
3757881141204NonePWD SR 2023- 24,Volume II, Sl.No 14.1.1 pg no 131Sanitary Fittings Providing and fixing white vitreous china clay, water closet Indian type (Squatting pan) of size 580mm with footrests, 100mm S or P trap, 10 litre low level, PVC flushing cistern (all are approved make) with fittings, C. I I M.S brackets, 32mm diameter flush pipe fittings and clamps, overflow arrangements with specials and 25mm mosquito proof coupling of approved design, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications.Each5128.25128.22.0FalseNoneNoneFalseNoneFalse10256.40
3757882141204NonePWD SR 2023- 24 ,Volume II, Sl.No 14.4.1 pg no 13Providing and fixing white vitreous china clay, flat back, lipped front urinal basin of 430x260x350mm with 5 litres PVC automatic flushing cistern, C. I I M.S brackets, standard flush pipe and C P. brass spreaders with brass unions and G.l. clamps complete painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications.Each4676.74676.71.0FalseNoneNoneFalseNoneFalse4676.70
3757883141204NonePWD SR 2023- 24 ,Volume II, Sl.No 14.7.1 pg no 132Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar tapsEach3236.13236.12.0FalseNoneNoneFalseNoneFalse6472.20
3757884141204NonePWD SR 2023- 24 ,Volume II, Sl.No 14.29 (pg no136)Providing and fixing 100 mm sand cast Iron grating for gully trap. Providing and fixing CI Nahani trap of approved make conforming to ISI specifications and construction of Cistern in M-15 as per directions (Rate is inclusive of cost of materials and fixtures and conveyance of materials to work spot). - 12.5cms x 7.5cmsEach49.3549.354.0FalseNoneNoneFalseNoneFalse197.40
3757885141204NonePWD SR 2023- 24 ,Volume II, Sl.No 13.2.2 pg no 117Providing and fixing in position brass bib cock of approved quality 20mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications.Each320.25320.254.0FalseNoneNoneFalseNoneFalse1281.00
3757886141204NonePWD SR 2023- 24,Volume II, Sl.No 13.31.2 pg no 122Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (Internal work). - 20mm nominal OD pipesm254.1254.120.0FalseNoneNoneFalseNoneFalse5082.00
3757887141204NonePWD SR 2023- 24 ,Vol II, Sl.No 13.31.6 pg no 122Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (Internal work). - 50mm nominal OD pipesm820.05820.0515.0FalseNoneNoneFalseNoneFalse12300.750
3757888141204NonePWD SR 2023- 24 ,Volume II, Sl.No 13.34 pg no 123Water Storage Tank Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.Ltr9.459.451000.0FalseNoneNoneFalseNoneFalse9450.00
3757889141204NonePWD SR 2023- 24 ,Volume 1,Sl.No 1.1 (pgno 5)Estimate of Electrical Work for Operator Room, Toilet Block and Street Lights-Earth 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.Cum95.5595.5531.5FalseNoneNoneFalseNoneFalse3009.8250
3757890141204NonePWD SR VOL-VI sl.no 07 (page No. 116)EARTHING-Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40mm dia 2.9mm thick 2.5 mtr long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode. The funnel should be enclosed in a CC chamber of 400x400x400mm with a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered 150mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts.Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. GI stripNo4687.24687.21.0FalseNoneNoneFalseNoneFalse4687.20
3757891141204NonePWD SR 2023-24 VOL-VI It.No-12.58.2 P No-54GI/Copper strips for grounding connections, using necessary fixing materials as required.25 x 3 mm GI stripm86.186.15.0FalseNoneNoneFalseNoneFalse430.50
3757892141204NonePWD SR 2023-24 VOL-VI It.No-12.58.6 Pno-55GI/Copper strips for grounding connections, using necessary fixing materials as required. 600 x 600 x 3 mm GI PlateEach918.75918.751.0FalseNoneNoneFalseNoneFalse918.750
3757893141204NonePWD Electrical SoR 2023-24 (Item No.1.2.4 p no-02 Concealed Conduit System Supplying heavy gauge PVC conduit pipe ……mm dia .mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 40 mm dia 2.5 mm thickm154.35154.3510.0FalseNoneNoneFalseNoneFalse1543.50
3757894141204NonePWD Electrical SoR 2023-24 (Item No.2.3.7 p no-06 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with lowconductor resistance single core in open or concealed system of wiring with specified IS- 694:confirming to latest amendments.m333.9333.910.0FalseNoneNoneFalseNoneFalse3339.00
3757895141204NonePWD Electrical SoR 2023-24 (Item No.5.17.1 p no 17Supplying and fixing regular MCCB distribution Panel confirming to IS/IEC 61439 - 3 and IK09 tested as per IS/IEC 62262 with minimum IP43 protection provided with Polyurethane (PUR) gasket, with suitable earthing system, on wall/wood board/flush mounting using required cl A , bolts, nuts, etc., with provision for fixing of suitable type capacity MCCB's as an incomer for 3 phase Double door with necessary bus bar completely wired to use on 440V 3phase 4 wire powder coated painting etc., complete with a provision for fixing of single/three phase suitable capacity MCB's as outgoings confirming to IS/IEC 60898 - 2.4WAYEach10845.4510845.451.0FalseNoneNoneFalseNoneFalse10845.450
3757896141204NonePWD Electrical SoR 2023-24 (Item No.3.5.4 p no-8Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 6 ModuleEach256.2256.21.0FalseNoneNoneFalseNoneFalse256.20
3757897141204NonePWD Electrical SoR 2023-24 (Item No.5.18.1 p no 17Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32Amps SPEach435.75435.753.0FalseNoneNoneFalseNoneFalse1307.250
3757898141204NonePWD Electrical SoR 2023-24 (Item No.2.2.1 p no 5Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit/ casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2 X1.5Sq.mm Cable confirming to the GTP, with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet / gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. GROUP A Short point upto 3Mtr from tapping point to out let via switchPoint282.45282.451.0FalseNoneNoneFalseNoneFalse282.450
3757899141204NonePWD Electrical SoR 2023-24 (Item No.2.3.3 p no 105Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP of GROUP -A.2.5 sqmmm44.144.170.0FalseNoneNoneFalseNoneFalse3087.00
3757900141204NonePWD Electrical SoR 2023-24 (Item No.11.3.2 p no 43Supplying of feet - PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard LED light fitting 1 x4'- 20/22 w electrical conditionEach724.5724.53.0FalseNoneNoneFalseNoneFalse2173.50
3757901141204NonePWD Electrical SoR 2023-24 (Item No.4.2.3 p no 11Fabricating, supplying and erection of . ms long hot dip Galvanized Octagonal hot dip Pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/s for .m Pole in single section and single joint welded as per IS 9595/IS10178AWS having dimensions bottom . mm , top. mm with 3 mm thick, suitable base plate and 4Nos of . long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc., (excluding foundation) as per drawing appended. 5meters - Top 75mm and bottom 125 mm diaNo9314.559314.555.0FalseNoneNoneFalseNoneFalse46572.750
3757902141204NonePWD Electrical SoR 2023-24 (Item No.11.9.1 P no 46Supply of LED floodlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate/clear glass material, delivering superior light output Rated life Burning Hrs 50000 hr Lumen Maintenance of 70%, CCT 500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor with mains, Surge Protection- Min 5KV along with Over voltage Overload, short circuit miss-wiring protection.Compatible for pole mauling with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100 V to 270V 50/60Hz application. Compliance to IS 10322/ IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with . W System Power consumption. LED Efficiency 1301mw, nominal CRI 75. Luminaire manufacturer should have in- house facility accredited by NABL / CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark / name shall be Engraved / Embossing on the die cast housing / Body part Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ LED Floodlight 70WEach7106.47106.43.0FalseNoneNoneFalseNoneFalse21319.20
3757903141204NonePWD SR 2023- 24 ,Volume 1, Sl.No 2.2.1 (pg no 15)Providing and laying in position 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC footing for street light pole erectionCum6601.356601.350.38FalseNoneNoneFalseNoneFalse2508.5130
3757904141204NonePWD SR 2023- 24 Vol I sl. no. 2.11 (h), page 18Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, HOM of machinery complete as per specifications.Kg82.9682.9637.5FalseNoneNoneFalseNoneFalse3111.00
3757905141204NonePWD SR 2023- 24,Volume 1, Addendum 1 Sl.No 3&11Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specificaitons. RCC footing for street light pole erectionSqm6652.86652.80.02FalseNoneNoneFalseNoneFalse133.0560
3757906141204Nonerate anaylisisStainless Steel Screen and end capProviding, fabricating,fixing of SS Screens using SS 304 bars, 20 mm spacing of 4 mm thick with handle (7.5kg) including cost of material, transportation, labour charges etc complete as per direction of Engineer in chargeEach80800.080800.01.0FalseNoneNoneFalseNoneFalse80800.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17234586130000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17234586130000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17234586130000NoneNoneELIGIBILITYBidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document.None
17234586130000NoneNoneELIGIBILITYIt shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission.None
17234586130000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17235456640000NoneNoneELIGIBILITYIt shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission.None
17235456700000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17235456750000NoneNoneELIGIBILITYTenderer 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
17235456790000NoneNoneELIGIBILITYThe tenderer should quote his rates With all leads and lifts loading and un loading, including cost of Labour, hire charges of Machinery and other incidental charges etc complete as per the directions of the engineer incharge of the work specifications.None
17235456840000NoneNoneELIGIBILITYDefect liability period of 1 year and 1 year for major repairs to be considered.(Maintenance date starts from the date of completion period.) All the items included in the estimate are inclusive of lead and lift charges.None
17235456880000NoneNoneELIGIBILITYThe work will be inspected by the third party & the bill will be admitted only after the satisfactory quality report from third party.None
17235456920000NoneNoneELIGIBILITYIt is to be noted that any false documentation is found to be uploaded, the action may attract punitive measures such as blacklisting, cancellation of registration etc.None
17235456980000NoneNoneELIGIBILITYContractor should made an agreement within 20 days from the date of LOA. work should be commence within 2 weeks time from the date of work order. If not tender will be cancelled at the contractors own risk and cost.None
17235457020000NoneNoneELIGIBILITYAll materials shall be of good quality as per specification, quality certificate for the same should be obtained from the concerned authority at their own cost.None
17235457060000NoneNoneELIGIBILITYThe Information on litigation in which the tender is involved are to be furnishedNone
17235457180000NoneNoneELIGIBILITYFinancial 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
17235457220000NoneNoneELIGIBILITYThe Employer reserves the right to reject any or all Tenders without assigning any reason.None
17235457280000NoneNoneELIGIBILITYTenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 Qualification of the Tenderer in Section 2 Instructions to Tenderers will only be considered for evaluationNone
17235457340000NoneNoneELIGIBILITYThe rates of all the items appeared in Bill of Quantities are inclusive of all leads and liftsNone
17235457390000NoneNoneELIGIBILITYBidders are advised to note that, 18% GST will be added to the contract amount.None
17235457430000NoneNoneELIGIBILITYThe Increase 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 timeNone
17235457490000NoneNoneELIGIBILITYThe bidder should mention the UDIN No on the turnover certificate failing which bid is rejectedNone
17235457730000NoneNoneELIGIBILITYFinancial turnover of previous years shall be given a weight of 10per per year to bring them to the price level of the 2023 24 in the Technical Qualification Criteria mentioned in the next sectionNone
17235457830000NoneNoneELIGIBILITYFinancial 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
17235457880000NoneNoneELIGIBILITYList of existing commitments and ongoing worksNone
17235457920000NoneNoneELIGIBILITYCorrigendum modifications correction, if any, will be published in the website only,None
17235457970000NoneNoneELIGIBILITYDefect liability period will be TWO yearNone
17235458340000NoneNoneELIGIBILITYTo qualify for award of this contract, each Tenderer in his 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 turnover in all classes of civil engineering construction works only of Amount Put Tender (Turn over With compulsory UDIN Number)None
17235461400000NoneNoneELIGIBILITYTo qualify for award of this contract, each Tenderer in his 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/Building work of value not less than 50% of the amount put tender (Workdone with indent No)None
17235461450000NoneNoneELIGIBILITYTenderer must have liquid assets and/or availability of credit facilities of not less than Rs.25.50 Lakhs Credit lines/letter of credit/certificates from banks for meeting the fund requirement etc. issued the Nationalised bank should be furnished by the contractor And LOC issued by such a bank should be of unconditional nature. (LOC as per bid document)None
17235461500000NoneNoneELIGIBILITYAll other conditions and requirements has to be fulfilled as per the standard bid document and attached General conditionsNone
17235461550000NoneNoneELIGIBILITYWork completion period will be 9 monthsNone
17235461590000NoneNoneELIGIBILITYThe Project Completion period is 9 months and the defect liability period of the work is (2) TWO year after successful completion of the work. (including Monsoon).None
17235461650000NoneNoneELIGIBILITYAny over writing of civil engineering words and measurements should be clarified the considered department ( No claims shoulbe considered).None
17235461700000NoneNoneELIGIBILITYThe Work constructed under this programme shall be of very high standard, requiring no major repairs for three (1)years after completion of construction the contractors shall have to give guarantee for 2 years maintenanceNone
17235461800000NoneNoneELIGIBILITYThe Eligible Contractor Should Agree the KW-3&4 Bid Document Conditions.None
17235461920000NoneNoneELIGIBILITYSuccessful bidder submitting bids below the amount put to tender will be regularized to submit the difference amount in the form of FDR/TDR/DD/Pledge on the name of EE PRED BAGALKOTE within 20 days from the date of receiving the letter of acceptance. additional security paid for unbalanced tenders Failing which EMD will be forfeited and further action will be taken as per G O No FD PCL 2008 Bangalore Dated 14/10/2008.None
17235462100000NoneNoneELIGIBILITYMaterials to be utiliszed for the work must be tested in PRED labs and quality control test reports must be enclosed to the bills. Cost of quality control tests must be borne by the contractor.None
17235462230000NoneNoneELIGIBILITYParticipating bidders contractors in the tender should submit the following documents along with Technical Bid in addition to documents details required as per KW-3 & 4.None
17235462280000NoneNoneELIGIBILITYIf there is any objection regarding tender, eligibility of contractors, documents etc. The objection must be submitted before last date & time of submission of tender directly to Executive Engineer, PRE Dn, BAGALKOTE. (Not in inward).None
17235462330000NoneNoneELIGIBILITYThe contractor should provide daily there staff members on site.None
17235462570000NoneNoneELIGIBILITYTHE CONTRACTORS ARE INSTRUCTED TO SUBMIT ONLY RELEVENT AND ACCURTE INFORMATION WITH RECORDS AS REQUIRED AND SPECIFIED IN QUALIFICATION CRITERIA.ANY JUNK ,SUPERFLUOS AND UNNECESARY DOCUMENTS IF UPLOADED WILL TREATED AS MISLEADING AND SUCH TENDERS ARE LIABLE TO BE REJECTEDNone
17235463270000NoneNoneELIGIBILITYThis work is Randomized as OTHERS Category. Hence any Category of Contractor can bid.None
17235463480000NoneNoneELIGIBILITYTenderers must have valid PRED/PWD registration CLASS-1 AND ABOVE and must submit PRED/KPWD registration copy.None
17235463590000NoneNoneELIGIBILITYNOTE : ONLY RELEVANT SCANNED COPY OF THE ORIGINAL DOCUMENT TO BE ATTACHED FOR THE CORRESPONDING CONDITIONS MENTIONED.None
17235463710000NoneNoneELIGIBILITYPeriod for completion of work is 9MonthsNone
17235464860000NoneNoneELIGIBILITYLot No: 4312 Sl No 07 OthersNone
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneMinimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs)NoneNone
NoneNoneNoneNoneSatisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender)NoneNone
NoneNoneNoneNoneExecuted in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction)NoneNone
NoneNoneNoneNoneTenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one yearNoneNone
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
NoneNoneNoneNoneTenderer must have liquid assets and /or availability of credit facilities of not less than Rs.25.50 Lakhs Credit lines/ letter of credit/ certificates from banks for meeting the fund requirement etc. (Usually the 30% of the amount of Contract) issued the Nationalised bank should be furnished by the contractor And LOC issued by such a bank should be of unconditional nature. LOC issued by such a banks Should be of UNCONDITIONALPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneTo qualify for award of this contract, each Tenderer in his name should have in the last five years ( i.e. 2019-20, 2020-21,2021-22,2022-23 & 2023-24) achieved in at least TWO financial years an average annual Annual financial turnover is not less than amount put tender (in all classes of civil engineering construction works only) Rs.76.51 lakhs (Usually not less than two times the Estimated Annual Payments under this Contract) With UDIN No certified by Authorized Charted AccountantPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneList of existing commitments and ongoing worksPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- ONGOING WORKS
NoneNoneNoneNoneList of works for which tenders already submittedPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- List of works for which tenders already submitted
NoneNoneNoneNoneTo qualify for award of this contract, each Tenderer in his name should have in the last five years 2019-20, 2020-21, 2021-22,2022-23 and 2023-24 Satisfactorily completed, satisfactory completion as prime contractor, for at least one similar work such as Similer nature /Construction of Building work of value not less than Rs.38.25 Lakhs, Certificate to this, from a competent authority not below the rank of Executive Engineer should be enclosed. The work done certificate should mention the details of work executed and the date of commencement & date of completion of the work. (Workdone with indent No)Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneExecuted in any one year, the following minimum quantities of work: usually 80% of the peak annual rate of construction (for a continuous period of 12 months) Tenderer must have completed physical work done as prescribed in bid document KW-3 Executed in any year the following 80Percentage quantities of work during last 5 years i.e. 2019-20,2020-21,2021-22,2022-23 to 2023-24 provided in BOQ 1.Earthwork Embankment 1198.64 Cum 2.PCC/RCC 189.39Cum 3.BM 11.936 Cum 4.Plastering- 2676.28 Sqm 5.TMT Steel 13315.30 kg 6.Flooring 10.80 sqmPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Quantitywise workdone
NoneNoneNoneNoneAssessed available tender capacity (A x N x2.5-B) where A-Maximum value of civil engineering works executed in any one year during the last five years (updated to ------- price level) taking into account the completed as well as works in progress. N-Number of years prescribed for completion of the works for which tenders are invited. B-Value, at 2023-24 price level, of existing commitments and on-going works to be completed during the next.......years (period of completion of the works for which Tenders are invited) Note- a)The statements showing the value of existing commitments and on-going works as well as the stipulated period of completion remaining for each of the works listed should be countersigned by the Employer in charge, not below the rank of an Executive Engineer or equivalent.Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- bid Capacity
NoneNoneNoneNoneAccurate Postal address and phone / Mobile NumberPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- adress proof
NoneNoneNoneNoneKPWD/PRED Class-I & above Registration CertificatePast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Valid CLASS-1 PRED/KPWD Registration copyTrueTechnical Bid
Last 5 years Audit Report with UDIN NoTrueTechnical Bid
Similar Nature Work done certificate with eproc Indent NoTrueTechnical Bid
Itemwise workdone certificateTrueTechnical Bid
Bid capacity Calculation sheetTrueTechnical Bid
Unconditional Line of credit from Nationalized BankTrueTechnical Bid
All other documents as per KW3 Bid DocumentTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone