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titleCONSTRUCTION OF 100 TPD MRF SHED AT UDNOOR LANDFILL SITE KALABURAGI MAHANAGAR PALIKE IN KALABURAGI CITY.
descriptionCONSTRUCTION OF 100 TPD MRF SHED AT UDNOOR LANDFILL SITE KALABURAGI MAHANAGAR PALIKE IN KALABURAGI CITY.
categoryWORKS
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17246513720000NoneNoneOther WorksCONSTRUCTION OF 100 TPD MRF SHED AT UDNOOR LANDFILL SITE KALABURAGI MAHANAGAR PALIKE IN KALABURAGI CITY. CIVIL WORK67718160.36
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3853709147331None001MRF SHED 90.00m x 50.00m. Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting rank vegetation grass bushes shrubs saplings and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of light jungle PWD Common SR 20232024Vol3 It No.2.5 ii. A Page No. 9. Clearing and Grubbing100 Sqm412.65412.65117.06FalseNoneNoneFalseNoneFalse48304.8090
3853710147331None002Earth work excavation for foundation of structure upto 3 mtrs. By mechanicle means as per drawing and technical specification including setting out providing shoring strutting and bracing removal of stumps and other deleterious matter dressing of sides and bottom filling back the excavated earth to the extent required and utilising transporting the remaining earth upto 1.00km lead. including cost of labour materials and HOM of machineries etc. complete OrdinaryHard Soil. In all kinds of soils Depth upto 3 m PWD Common SR 20232024Vol1 It No.1.14.1 Page No. 8.Cum107.1107.11644.87FalseNoneNoneFalseNoneFalse176165.5770
3853711147331None003Earth work excavation for foundation of structure upto 3 mtrs. By mechanicle means as per drawing and technical specification including setting out providing shoring strutting and bracing removal of stumps and other deleterious matter dressing of sides and bottom filling back the excavated earth to the extent required and utilising transporting the remaining earth upto 1.00km lead. including cost of labour materials and HOM of machineries etc. complete In ordinarysoft rock without blasting upto 1.5 m depth. In all kinds of soils Depth upto 3 m PWD Common SR 20232024Vol1 It No.1.15.1 Page No. 8.Cum381.15381.15328.98FalseNoneNoneFalseNoneFalse125390.7270
3853712147331None004Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granitetrapbasalt 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 and lifts cost of all materials of quality labour Usage charges of machineries curing and all the other appurtenances required to complete the work as pertechnical specifications. The cost of steel reinforcement and formwork shall be paid separately. Mix 136 M10. Using 40 mm nominal size graded crushed coarse aggregates PWD Common SR 20232024Vol1 It No.2.1.3 Page No. 15.Cum6288.456288.45148.66FalseNoneNoneFalseNoneFalse934840.9770
3853713147331None005Providing Size Stone masonry with hard stone in foundation and plinth with Cement mortar 16 1 cement 6 coarse sand. PWD Common SR 20232024Vol2 It No.5.4 Page No. 9. Foundation MasonryCum6708.456708.45399.02FalseNoneNoneFalseNoneFalse2676805.7190
3853714147331None006Providing and laying in position Cement Concrete for all Foundation works. The granitetrapbasalt 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 and 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. Cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. PWD Common SR 20232024Vol1 It No.2.2.5 Page No. 15.Cum7369.867369.86505.31FalseNoneNoneFalseNoneFalse3724063.95660
3853715147331None007Providing and laying in position cement concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The granite trapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators. The cost includes all lead and lifts cost of all materials quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications Cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD Common SR 20232024Vol1 It No.2.5.3 Page No. 16.Cum12507.4912507.49270.12FalseNoneNoneFalseNoneFalse3378523.19880
3853716147331None008Providing and laying in cement concrete for all Basement and surface level works return walls retaining walls sunken floors etc. The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators providing weep holes wherever necesary including all lead and lifts cost of all materials of quality labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. Cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD Common SR 20232024Vol1 It No.2.3.3 Page No. 16.Cum10402.8710402.8793.19FalseNoneNoneFalseNoneFalse969443.45530
3853717147331None009Providing and laying in position cement concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The granite trapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators. The cost includes all lead and lifts cost of all materials quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications Cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD Common SR 20232024Vol1 It No.2.5.3 Page No. 16.Cum11771.7611771.76161.7FalseNoneNoneFalseNoneFalse1903493.5920
3853718147331None010Providing and laying in position cement concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The granite trapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators. The cost includes all lead and lifts cost of all materials quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications Cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD Common SR 20232024Vol1 It No.2.5.3 Page No. 16.Cum11036.0211036.0236.81FalseNoneNoneFalseNoneFalse406235.89620
3853719147331None011Supplying fitting and placing TMT FE 550 550D Steel Reinforcement including cost of all materials machinery labour cleaning straightening cutting bending hooking lapingwelding joints tying with binding wire soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. PWD Common SR 20232024Vol1 It No.2.11 a. Page No. 18.t93929.8593929.85148.2FalseNoneNoneFalseNoneFalse13920403.770
3853720147331None012Filling approved earth excluding rock. in trenches plinth sides of foundations and other similar works etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m. PWD Common SR 20232024Vol1 It No.1.11 Page No. 7.Cum454.65454.652802.664FalseNoneNoneFalseNoneFalse1274231.18760
3853721147331None013Construction of Granular SubBase of required grading as per design mixing in a mechanical mix plant at OMC carriage of mixed Material to work site spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density complete as per clause 401 PWD Common SR 20232024Vol3 It No.4.1 v. Page No. 23.Cum2611.352611.35901.253FalseNoneNoneFalseNoneFalse2353487.021550
3853722147331None014Providing laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site laying in uniform layers with pavergrader in subbase base course on well prepared surface and compacting with vibratory roller to achieve the desired density. PWD Common SR 20232024Vol3 It No.4.17 Page No. 26.Cum2686.952686.95678.34FalseNoneNoneFalseNoneFalse1822665.6630
3853723147331None015Providing and constructing unreinforced plain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 Cum0 Grade. coarse and fine aggregates conforming to IS3832016 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design laid in approved fixed side formwork steel channel laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the formwork as per drawing. spreading the concrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuous operation including construction joints primer sealant curing of concrete slabs for 14days and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead lifts loading and unloading charges cost and conveyance of all materials labour equipments etc. complete. as per the directions of the Engineerincharge of the work. PWD Common SR 20232024Vol3 It No.16.28 Page No. 149.Cum7091.77091.7904.464FalseNoneNoneFalseNoneFalse6414187.34880
3853724147331None016Providing and fixing of self supported mechanically seamed roofing system such as proflex green curve Kialash roofing or equivalent made of high strength quality steel having 340 MPA yield strength pre coated galvalume sheet as per ASTM A792 M of base metal thickness 1.4 mm Tolerance + 0.02 mm high grade steel sheet should have 55percent aluminium and 45percent Zinc coating by hot dip process of minimum 25 micron on top side and 12 micron on back side with epoxy primer and polyester wash coat as per AZM 150. Roofing should be designed as per ASCE 720 international building code 2002. The analysis should carried out for span and centre arch rise considering the required live load wind load dead load and seismic factor. The analysis should also determine the thickness of steel and the end reaction at the beam level. Shop drawing of roofing system shall be submitted by contractor through consultant and same shall be checked and approved by the department. The roof panel formation shall be done as per the required length and curvature using hydraulic profile machine to give it the trapezoidal shape in required curvature. In this process the width of sheet the width of sheet reduces from 0.914 meter to 0.61 meter tolerance + 0.02 mm The roof panel shall be lifted using a suitable crane and using a spreader bar and a sling evenly placed to ensure no distortion of panel till the alignment is done and completed using plumb and a water tube and bolted into beam. These curved panels have interlocking formation and are crimped together using mechanical seaming machine which imposed a load of approximately five tonnes to ensure the seaming of required rigidity. After seaming a clear epoxy lacquer is applied on the inner side of panel and concrete beam. Theses panel are installed over water proof concrete gutter beams having bevelled edge to receive support. curved panels. Beam shall designed for arch reaction and vertical loads. Plaster shall not be applied on the beam. Schmitt hammer test of concrete should be carried before erection to ensure that the anchor bolt can be securely fixed on the support. In case of steel structure a steel runner plate of 6 mm thickness and GI sheet gutter of suitable size shall be provided for installation of panels G.I. anchor bolt of required sizes and type with G.I. washer and neoprene asher shall be as design. After installation of panels rapezoidal voids are created between gutterbeam and panels which should be covered by a flashing fabricated or brick masonry which is to be paid separately. Area of this roof shall be measured along the periphery on hemtop between end to end panels. Ridge and valley shall not taken in to consideration for measuring length transverse to periphery. The rate includes supplying fixing loading unloading hire charges of all plants machineries anchors fasteners washers bolt epoxy paint and all wastage etc. complete. Accessories and fixtures like hangers clamp for installation of lighting fixtures utilityduct as per requirement and ventilators skylight can also be provided at crownridge by making cuts into the panels which is to be paid separately. This item shall be executed only by the agency which has all required manufacturing machineries and necessary expertise. Span Range30.0m to 32.0m cc BeamSqm3250.03250.05861.0FalseNoneNoneFalseNoneFalse19048250.00
3853725147331None017Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kgCum and minimum compressive strength of 4.00 Nmsqm conforming to IS 2185 Part I. 2005 and constructed with CM 14 as per IS 25722005 including cost of all materials labour scaffolding and curing usage charges of machinery etc complete as per specifications. PWD Common SR 20232024Vol2 It No.6.32 Page No. 17.Sqm1375.51375.51430.0FalseNoneNoneFalseNoneFalse1966965.00
3853726147331None018Providing 18mm cement plaster in two coats under layer 12mm thick cement plaster with cement mortar 15 1 cement 5 coarse sand. finished with atuoplayer 6mm thick cement plaster with cement mortar 16 1 cement 6 fine sand. to brick masonry including rounding off corners wherever required smooth rendering providing and removing scaffolding including cost of materials labour curing complete as per specifications and as per directions of Engineerincharge. PWD Common SR 20232024Vol2 It No.8.80 Page No. 42.Sqm389.55389.553148.31FalseNoneNoneFalseNoneFalse1226424.16050
3853727147331None019Finishing walls with Acrylic Smooth exterior paint of required shade New work Two coat applied at 1.67L10 m² over and including priming coat of exterior primer applied at 2.20 kg10 m². with paint of approved quality to give an even shade after thoroughly brooming the surface to remove all dirt dust mortar drops and foreign matter including preparing the surface even and sand paper smooth cost of materials labour complete as per specifications and as per directions of Engineerincharge. PWD Common SR 20232024Vol2 It No.8.30 Page No. 46.Sqm182.7182.73148.31FalseNoneNoneFalseNoneFalse575196.2370
3853728147331None020Providing and fixing Steel work welded in built up sections framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings frames guard bar ladder railings brackets gates and similar works including cost of materials labour usage charges of machinery complete as per specifications and as per directions of theEngineerinCharge.PWD Common SR 20232024Vol2 It No.25.2 Page No. 84.Kg142.8142.819860.85FalseNoneNoneFalseNoneFalse2836129.380
3853729147331None021Supplying and fixing rolling shutters of approved make made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS 4454 part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials labour usage charges of machinery complete as per specifications and as per directions of the EngineerinCharge. PWD Common SR 20232024Vol2 It No.11.6.1 Page No. 78.Sqm2764.652764.6590.23FalseNoneNoneFalseNoneFalse249454.36950
3853730147331None022Extra for providing 2 HP Mild Steel Auto Reverse Shutter Gearbox for operating rolling shutters including cost of materials labour usage charges of machinery complete as per specifications and as per directions of the EngineerinCharge. PWD Common SR 20232024Vol2 It No.11.8.4 Page No. 79.Each26111.426111.44.0FalseNoneNoneFalseNoneFalse104445.60
3853731147331None023Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied at 0.90L10 m² over an under coat of primer applied at 0.80 L10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil grease dirt and foreign matter cost of materials labour complete as per specifications and as per directions of Engineerincharge. PWD Common SR 20232024Vol2 It No.8.33.3 Page No. 45.Sqm145.95145.95274.46FalseNoneNoneFalseNoneFalse40057.4370
3853732147331None024Providing and fixing flush door shutter made out of solid core block board type well seasoned chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets core veneer. hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 partI. 1991. from manufacturer complete as per spcification. 30 mm thick both side commercial. PWD Common SR 20232024Vol2 It No.12.57.3 Page No. 105.Sqm3155.253155.257.35FalseNoneNoneFalseNoneFalse23191.08750
3853733147331None025Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. PWD Common SR 20232024Vol2 It No.12.61 Page No. 105.No1039.51039.58.0FalseNoneNoneFalseNoneFalse8316.00
3853734147331None026Providing and fixing chromium plated brass handles of 100125 mm with necessary screws etc. complete PWD Common SR 20232024Vol2 It No.12.62 Page No. 105.No248.85248.854.0FalseNoneNoneFalseNoneFalse995.40
3853735147331None027Providing and fixing Aluminium Turbo ventilator complete as per technical specifications Non Power Driven with 0.9mm thickness and 38 No.s of Vanes and turbine doom thickness 1mm and total weight not less than 5.2kg for Industrial use.PWD Common SR 20232024Vol2 It No.7.69.1 Page No. 38.No5481.05481.015.0FalseNoneNoneFalseNoneFalse82215.00
3853736147331None029Providing and fixing precoated galvanised iron profile sheetssize shapeand pitch of corrugation as approved by Engineerincharge. 0.50 mm +0.05 percent. total coated thickness with zinc coating 120 gsqm asper IS 277in 240 mpa steel grade 57 microns epoxy primer on both side of the sheet and polyester top coat 1518 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 Engineerincharge. The sheet shall be fixed using self drillingself tapping screws ofsize 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. CM SR 202324P.No.26Vol27.38. PWD Common SR 20232024Vol2 It No.7.38 Page No. 26.Sqm596.4596.41355.0FalseNoneNoneFalseNoneFalse808122.00
3853737147331None030Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts bolts and washers as required complete as per the direction of Engineerincharge. PWD Common SR 20232024Vol2 It No.11.60 Page No. 96.Sqm937.65937.65520.0FalseNoneNoneFalseNoneFalse487578.00
3853738147331None036Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators providing weep holes wherever necesary including all lead and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately sqm0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates .PWD Common SR 20232024Vol1 It No.2.4.2 Page No. 16.Cum9958.729958.720.83FalseNoneNoneFalseNoneFalse8265.73760
3853739147331None038Finishing walls with water proofing cement paint of required shade New work Two coats applied at 4.84 kg 10 sqm. to give an even shade after thoroughly brooming the surface to remove all dirt dust mortar drops and foreign matter including preparing the surface even and sand paper smooth cost of materials labour complete as per specifications and as per directions of Engineerincharge. PWD Common SR 20232024Vol2 It No.8.28 Page No. 45.Sqm93.4593.4515.6FalseNoneNoneFalseNoneFalse1457.820
3853740147331None042Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 16 1 cement 6 coarse sand. including cost of all materials labourscaffolding and usage charges of machinery and other incidental charges complete as per the direction of engineer incharge of work. PWD Common SR 20232024Vol2 It No.6.4 Page No. 13.Cum9094.059094.0511.01FalseNoneNoneFalseNoneFalse100125.49050
3853741147331None043Providing and laying 40mm size graded coarse aggregates pebble stones for side as per drawing specifications with all leads and lifts complete etc.as directed by the Engineer.The rate includes cost of material transportion laying and compacting with all labour etc. For drainage layers.PWD Common SR 20232024Vol1 It No.Sl.No.7 Page No. A38.Cum1190.01190.02.24FalseNoneNoneFalseNoneFalse2665.60
3853742147331None044Providing and laying 100mm size graded coarse aggregates pebble stones For filter bed.as per drawing specifications with all leads and lifts complete etc.as directed by the Engineer.The rate includes cost of material transportion laying and compacting with all labour etc. For drainage layers. PWD Common SR 20232024Vol1 It No.Sl.No.9 Page No. 38.Cum1143.01143.01.81FalseNoneNoneFalseNoneFalse2068.830
3853743147331None045Supplying and filling in plinth with sand under floors foundation of Bridges including watering ramming consolidating and dressing complete. Filling. PWD Common SR 20232024Vol1 It No.1.11 Page No. 7.Cum2177.02177.02.78FalseNoneNoneFalseNoneFalse6052.060
3853744147331None046Providing and laying 40mm size graded coarse aggregates pebble stones for side as per drawing specifications with all leads and lifts complete etc.as directed by the Engineer.The rate includes cost of material transportion laying and compacting with all labour etc. For drainage layers. PWD Common SR 20232024Vol1 It No.Sl.NO.7 Page No. A38.Cum1190.01190.00.75FalseNoneNoneFalseNoneFalse892.50
3853745147331None047Providing and laying 25mm size graded coarse aggregates pebble stones For filter bed.as per drawing specifications with all leads and lifts complete etc.as directed by the Engineer.The rate includes cost of material transportion laying and compacting with all labour etc. For drainage layers PWD Common SR 20232024Vol1 It No.Sl.No.5 Page No. A38.Cum1333.01333.00.75FalseNoneNoneFalseNoneFalse999.750
3853746147331None048Providing and laying in position Reinforced cement concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The granite trapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators. The cost includes all lead and lifts cost of all materials quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. PWD Common SR 20232024Vol1 It No.2.5.1 Page No. 16.Cum10442.2510442.250.52FalseNoneNoneFalseNoneFalse5429.970
3853747147331None049Supplying PVC ringtite pipes conforming to IS 49852000 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 and 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. forPVC pipes 75mm dia. 6 kgsqcm and class 3 PWD Common SR 20232024Vol5 It No.10.1.5 Page No. 113.m231.0231.020.0FalseNoneNoneFalseNoneFalse4620.00
17246513720000NoneNoneOther WorksCONSTRUCTION OF 100 TPD MRF SHED AT UDNOOR LANDFILL SITE KALABURAGI MAHANAGAR PALIKE IN KALABURAGI CITY. BOREWELL411918.76
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3853748147332None106Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S by vertical electrical sounding by adopting Venner or Schlumbergers’s method including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity its quality quantity and acceptability of the users indicating the location of the site recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe depth of drilling required to cover full depth of aquifer proposed to be tapped probable yield and other information required including transportation of instruments and accessories to work site engaging technical personal and labour required etc. NOTE 1. Additional rate on item 1and2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M for fixing Casing pipes only. a. Above 20 M and upto 30 M 15percent b. Above 30 M 30percent Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level 2. A sum of Rs. 100 is to be deducted for Dry Borewell towards yield test. PWD Common SR 20232024Vol5 It No.12.4 Page No. 140.Each5552.45552.42.0FalseNoneNoneFalseNoneFalse11104.80
3853749147332None107Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG and above 1100 CMF and above in all strata including over burdern upto 20 m. Fixing of casing pipes collars and cap with necessary cutting threading and welding including transportation of rig and supporting vehicle crew charges and cost of consumables etc. complete including yield testing at the final depth with a minimum working of compressor for one hour Excluding cost of casing pipes collars cap etc. complete. PWD Common SR 20232024Vol5 It No.12.1.1 Page No. 139.m388.5388.550.0FalseNoneNoneFalseNoneFalse19425.00
3853750147332None108Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG and above 1100 CMF and above in all strata including over burdern upto 20 m. Fixing of casing pipes collars and cap with necessary cutting threading and welding including transportation of rig and supporting vehicle crew charges and cost of consumables etc. complete including yield testing at the final depth with a minimum working of compressor for one hour Excluding cost of casing pipes collars cap etc. complete. PWD Common SR 20232024Vol5 It No.12.1.2 Page No. 139.m487.2487.250.0FalseNoneNoneFalseNoneFalse24360.00
3853751147332None109Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG and above 1100 CMF and above in all strata including over burdern upto 20 m. Fixing of casing pipes collars and cap with necessary cutting threading and welding including transportation of rig and supporting vehicle crew charges and cost of consumables etc. complete including yield testing at the final depth with a minimum working of compressor for one hour Excluding cost of casing pipes collars cap etc. complete. PWD Common SR 20232024Vol5 It No.12.1.3 Page No. 139.m517.65517.6550.0FalseNoneNoneFalseNoneFalse25882.50
3853752147332None110PVC pipes of 6 Kgcm2 for 200mm6.233. PWD Common SR 20232024Vol5 It No.679 Page No. A45.m740.25740.2515.0FalseNoneNoneFalseNoneFalse11103.750
3853753147332None111PVC pipes of 4 Kgcm2 for 140mm2.131. PWD Common SR 20232024Vol5 It No.668 Page No. A44.m250.95250.95151.0FalseNoneNoneFalseNoneFalse37893.450
3853754147332None112Providing and laying at site of work MS casing caps PWD Common SR 20232024Vol5 It No.12.34 Page No. 143.Each172.2172.21.0FalseNoneNoneFalseNoneFalse172.20
3853755147332None113Providing Single Phase Submersible Pump Sets of 100mm dia 4 inch. suitable for bore well confirming to IS 80342000 specifications to work site with testing of as per instructions of engineer incharge of work and latest amendments etc complete PWD Common SR 20232024Vol5 It No.13.8.9 Page No. 150. 2.0 HP1.1KW 25 STGEach21226.821226.81.0FalseNoneNoneFalseNoneFalse21226.80
3853756147332None114Supply and delivery at site Stringing of heavy duty NaylonePP rope with ISI etc complete suitable for Single phase Pumpsets. PWD Common SR 20232024Vol5 It No.13.31 Page No. 155.m42.042.0146.0FalseNoneNoneFalseNoneFalse6132.00
3853757147332None115Providing laying and jointing HDPE pipes of specified grade and conforming to IS 49842016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches laying true to line and jointing of pipes and specials with electrofusion welding giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee stub ends flanged sets bedns reducers etc. complete Contractor will make his own arrangements for procuring water for testing. etc. complete. NOTE Upto 110mm dia Coil shall be used. For HDPE PE 80 PN 6.0 PWD Common SR 20232024Vol5 It No.9.1.1 Page No. 95.m198.45198.45216.0FalseNoneNoneFalseNoneFalse42865.20
3853758147332None116Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core sheathed. of nominal cross sectional area as per IS 6941990 with ISI Mark and as per its latest amendments 1x3x4 Sqm PWD Common SR 20232024Vol5 It No.13.22.3 Page No. 154.m141.75141.75246.0FalseNoneNoneFalseNoneFalse34870.50
3853759147332None117Labour charges for Erection Electrification and commissioning of Pump sets including aligning and balancing of all items including supply and erection of two pair of supporting clamps bore well caps cable clips and water tight gland cable protectors bolts nuts valve and gaugestools and equipments etc. involved in the job as per specifications with necessary tests as per specifications with testing of as per instructions of engineer incharge of work.PWD Common SR 20232024Vol5 It No.13.32 Page No. 156.Each6825.06825.01.0FalseNoneNoneFalseNoneFalse6825.00
3853760147332None118Supply and delivery at site of brand new best make nonreturn valve as per IS 7781984 with ISI Mark and as per its latest amendments PWD Common SR 20232024Vol5 It No.13.25.1Page No. 154.Each1312.51312.53.0FalseNoneNoneFalseNoneFalse3937.50
3853761147332None119Supplyinstallingtesting and commissioning COMMON control panel consisting of the following INCOMING1 No set of Phase indicating lamps with SFU of suitable rating 1 No Analog Ammeter 1 No Analog Voltmeter 1ni with Phase selector switch Isolating switch OUTGOING for Main Electrical Pump 1 No. MCB 1 No. DOL of SD Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor under voltage over Volage under current over current and dry run protection suitable for the pump described above 1 no Indoor type PWD Common SR 20232024Vol5 It No.13.24.1 Page No. 155.Job7875.07875.01.0FalseNoneNoneFalseNoneFalse7875.00
3853762147332None120Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour tools and equipments including providing cement concrete foundation bed etc. complete as per specification with testing of as per instructions of engineer incharge of work.PWD Common SR 20232024Vol5 It No.13.34 Page No. 156.Job1522.51522.51.0FalseNoneNoneFalseNoneFalse1522.50
3853763147332None121Supply and delivery at site best indigenous brand new power capacitor as per IS 28341986 with latest amendments with KPTCL authorities and erection electrification and commissioning of the same at the location of respective pump sets.PWD Common SR 20232024Vol5 It No.13.25 Page No. 155.Kvar577.5577.51.0FalseNoneNoneFalseNoneFalse577.50
3853764147332None122Supply and delivery at site delivery of best indigenous brand new MCB Miniature Circuit Breakers. of required capacity as per IS 882281978 and its latest amendments and with ISI Mark of 61016202540 Amps with scalable box.PWD Common SR 20232024Vol5 It No.13.26 Page No. 155.Per 3 Poles1207.51207.51.0FalseNoneNoneFalseNoneFalse1207.50
3853765147332None123Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554 1988 with latest amendments from KPTCL pole to meter board unit with all necessary materials tools and equipmentsas per specifications with testing of as per instructions of engineer incharge of work. PWD Common SR 20232024Vol5 It No.13.35.2 Page No. 156.m168.0168.060.0FalseNoneNoneFalseNoneFalse10080.00
3853766147332None124Providing Laying and Fixing of GI pipes conforming to IS 12391990 with latest amendments complete with GI fittings excluding the cost of fittings. with cuts and threads wherever necessary including testing for water tightness with all lead and commissioning. contractor will make his own arrangements for procuring water for testing. ForHeavy Duty GI Pipe etc. complete.PWD Common SR 20232024Vol5 It No.11.2.6 Page No. 127.m613.2613.22.0FalseNoneNoneFalseNoneFalse1226.40
3853767147332None125Gescom meter connection chargesEach8500.08500.01.0FalseNoneNoneFalseNoneFalse8500.00
3853768147332None126Earthing Providing and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts nuts washers and check nuts the pipe shall have 16 through holes of 12mm dia.PWD Common SR 20232024Vol5 It No.13.39 Page No. 157.Job3937.53937.51.0FalseNoneNoneFalseNoneFalse3937.50
3853769147332None127Earth work excavation by manual means for drains canals waste weir draft approach channels key trenches foundation of Buildings and bridges and such simillar works in all kinds of soils as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work.PWD Common SR 20232024Vol1 It No.1.4.1 Page No. 5.Cum254.1254.114.17FalseNoneNoneFalseNoneFalse3600.5970
3853770147332None128Providing and fixing Chlorinated Polyvinyl 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 CPVC solvent cement trenching refilling and testing of joints complete as per direction of Engineer in Charge. External work PWD Common SR 20232024Vol2 It No.13.33.5 Page No. 123. 40 mm nominal dia Pipesm500.85500.85250.0FalseNoneNoneFalseNoneFalse125212.50
3853771147332None129Refilling available earth around trenchespipelines cables in layers not exceeding 20 cms in depth compacting each deposited layer by ramming after watering with a lead upto 50 m and lift upto 1.5 m. Including cost of all labour complete as per specifications PWD Common SR 20232024Vol1 It No.1.10 Page No. 7.Cum168.0168.014.17FalseNoneNoneFalseNoneFalse2380.560
17246513720000NoneNoneOther WorksCONSTRUCTION OF 100 TPD MRF SHED AT UDNOOR LANDFILL SITE KALABURAGI MAHANAGAR PALIKE IN KALABURAGI CITY. ELECTRICAL3678846.32
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3853772147333None050Fabricating supplying and mounting MS box made out SWG suitable for floor wall mounting fully weather proof with provision for better heat dissipation provided with hinged front cover equipped with tamper proof locking arrangements with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc. complete. 14SWG PWD Ele Common SR Vol 6 202324 Page No20 It.No5.42.1Sq CM0.520.52247000.0FalseNoneNoneFalseNoneFalse128440.00
3853773147333None051Supplying and fixing Moulded Case Circuit Breaker MCCB. over the existing woodpanel board using necessary screws bolts nuts necessary phase separators handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS13947. Icu=100percent lcs In 4P MCCB all Poles should have protection for ShortCicrcuitOver Load. For Microprocessor MCCBS Facility for segregating Priority and NonPriority loads must be available in the MCCB. MCCB shall be provided with double insulation insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open Multipole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. FOUR Pole 400500 A 50 kA PWD Ele Common SR Vol 6 202324 Page No16 It.No5.14.14Each43571.8543571.851.0FalseNoneNoneFalseNoneFalse43571.850
3853774147333None052Supplying A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve mounted on phenolicFRPDMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts nuts and washers etc. complete. 400 A 4 x 50 x 10 mm Aluminium Strips PWD Ele Common SR Vol 6 202324 Page No20 It.No5.40.3m4667.254667.2535.0FalseNoneNoneFalseNoneFalse163353.750
3853775147333None053Supplying of multi function digital meter with three line back light LCD type display for voltage Current frequency Power powerfactor kVA kWH kVAR suitable for 3phase4 wire LT network with IP54 degree of protection and completely wired as required with communication Port and Class 0.5s accuracy As per Specification in Common PWD Common Electrical SR Vol6202324 Page No19 Item No5.33Each9780.759780.751.0FalseNoneNoneFalseNoneFalse9780.750
3853776147333None054Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230440VAC. 50 Hz 1224V D.C.PWD Ele Common Vol 6SR 202324 Page No19 It.No5.38No540.75540.7510.0FalseNoneNoneFalseNoneFalse5407.50
3853777147333None055Supplying fixing and wiring 505 to 4005A 5VA burden Current Transformer Class 0.5 accuracy with Tape Wound. PWD Ele Common Vol 6SR 202324 Page No19 It.No5.34No590.1590.16.0FalseNoneNoneFalseNoneFalse3540.60
3853778147333None056Supplying and fixing angle iron frame work fabricated out of M.S. angle iron and M.S. Flatwith bolts washers etc. and painted with 2 coats of red oxide and then two coats of approved paint.50 x 100 x 50 x 6 mm C channel PWD Ele Common SR Vol6202324 Page No20 It.No5.41.4m793.8793.850.0FalseNoneNoneFalseNoneFalse39690.00
3853779147333None057Supplying of Switch disconnector fuse unit TPN. HRC type but without HRC fuses With AC23A duty and as per IS 13947.l PWD Ele Common SR Vol6 202324 Page No15 250 AEach10445.410445.42.0FalseNoneNoneFalseNoneFalse20890.80
3853780147333None058Supplying of Switch disconnector fuse unit TPN. HRC type but without HRC fuses With AC23A duty and as per IS 13947.l PWD Ele Common SR Vol6 202324 Page No15 100 A Page No15 It.No5.8.2Each4728.154728.152.0FalseNoneNoneFalseNoneFalse9456.30
3853781147333None059Supplying of Switch disconnector fuse unit TPN. HRC type but without HRC fuses With AC23A duty and as per IS 13947.l PWD Ele Common SR Vol6 202324 Page No15 63 A Page No15 It.No5.8.1Each2427.62427.68.0FalseNoneNoneFalseNoneFalse19420.80
3853782147333None060Supplying and fixing HRC fuse units base on existing switch panel board. PWD Ele Common SR 202324 Page No15 It.No 100 TO 300AEach964.95964.954.0FalseNoneNoneFalseNoneFalse3859.80
3853783147333None061Supplying and fixing HRC fuse units base on existing switch panel board. PWD Ele Common SR 202324 Page No15 It.No32 to 63 A Page No15 It.No5.9.2Each642.6642.68.0FalseNoneNoneFalseNoneFalse5140.80
3853784147333None062Supplying and fixing HRC fuse link on existing switch fuse base with W loss as per IS13703. PWD Ele Common SR 202324 Above 200 A to 315 AEach705.6705.68.0FalseNoneNoneFalseNoneFalse5644.80
3853785147333None063Supplying and fixing HRC fuse link on existing switch fuse base with W loss as per IS13703. PWD Ele Common SR 202324 Above 63 A to 200 A Page No15 It.No5.10.2Each400.05400.058.0FalseNoneNoneFalseNoneFalse3200.40
3853786147333None0644 Core 25 Sq mm Copper cable with glandslugsferrules KPTCL Ele Common SR 202324 Page No40 It.No13.11m909.3909.360.0FalseNoneNoneFalseNoneFalse54558.00
3853787147333None065Open Conduit System Supplying heavy gauge PVC Conduit pipe 25 mm dia 2mm thick with suitable bends metalPVC junction box adhesive paste etc.by Groove Cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever r necessary. As per Specification in Common PWD Common Electrical SR Vol6202324 Page No2 Item No1.3.2 2520mm dia 2mm thickm82.9582.95600.0FalseNoneNoneFalseNoneFalse49770.00
3853788147333None066Wiring for lightingpower circuit using one of FRLS PVC insulated 1100V grade multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS694confirming to latest amendments.PWD Ele Common Vol 6SR 202324 Page No5 It.No 1.5 Sqmmm27.327.3750.0FalseNoneNoneFalseNoneFalse20475.00
3853789147333None067Wiring for lightingpower circuit using one of FRLS PVC insulated 1100V grade multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS694confirming to latest amendments.PWD Ele Common Vol 6SR 202324 Page No5 2.5 Sqmm I.no 2.3.3.m44.144.11200.0FalseNoneNoneFalseNoneFalse52920.00
3853790147333None068Wiring for lightingpower circuit using one of FRLS PVC insulated 1100V grade multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS694confirming to latest amendments.PWD Ele Common Vol 6SR 202324 Page No6 4 mm2 Sqmm I.no 2.3.4.m66.1566.15850.0FalseNoneNoneFalseNoneFalse56227.50
3853791147333None069Wiring for lightingpower circuit using one of FRLS PVC insulated 1100V grade multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS694confirming to latest amendments.PWD Ele Common Vol 6SR 202324 16 mm2 Sqmm P.no 06 I.no 2.3.7.m333.9333.9200.0FalseNoneNoneFalseNoneFalse66780.00
3853792147333None070Supplying and fixing surfaceflush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in BrickC.C wall including necessary rawl plugs MachineNF screws etc. completeAs per Specification in Common PWD Electrical SR 202122PWD Ele Common SR Vol6 202324 6 ModuleEach143.85143.8525.0FalseNoneNoneFalseNoneFalse3596.250
3853793147333None071Supplying and fixing surfaceflush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in BrickC.C wall including necessary rawl plugs MachineNF screws etc. completeAs per Specification in Common PWD Electrical SR 202122PWD Ele Common SR Vol6 202324 18 Module P.no 03 I.no.3.3.8.Each355.95355.9520.0FalseNoneNoneFalseNoneFalse7119.00
3853794147333None072Supplying 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 metalPVC box. Common PWD Electrical SR Vol 6202324 6 ModuleEach245.7245.725.0FalseNoneNoneFalseNoneFalse6142.50
3853795147333None073Supplying 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 metalPVC box. Common PWD Electrical SR Vol 6202324 18 Module P.no 03 I.no.3.5.8.Each479.85479.8520.0FalseNoneNoneFalseNoneFalse9597.00
3853796147333None074Supplying and fixing of modular switch and connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Common PWD Electrical SR Vol 6202324 6 Amps One Way SwitchEach107.1107.1200.0FalseNoneNoneFalseNoneFalse21420.00
3853797147333None075Supplying and fixing of modular switch and connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Common PWD Electrical SR Vol 6202324 61 Bar 6Amps universal socketP.no.5. I.no 3.6.10.Each247.8247.8100.0FalseNoneNoneFalseNoneFalse24780.00
3853798147333None076Supplying and fixing of Metal Socket set of 2 pole and earth plugs and socket for incorporating SP and TP MCBWithout MCBThe entire plug and socket shall be mounted in a thermoplasticpowder coated metal box and wired Completely. P.no21 I.no5.45.4. TP and N 30 AEach1785.01785.015.0FalseNoneNoneFalseNoneFalse26775.00
3853799147333None077Supplying and fixing of Surface mounting type retrofit typeLED tubeW comprising of LED linear source with CCT 6500 degree K CRIgreater than70percent. efficacygreater than80 lumenperW lifegreater than25000 burning hours and Compliance to IS10322IEC60598 LM79 and LM80.The LED are driven by HF electronic driver integrated inthe system with PFgreater than0.95 power loss shouldlesser than5percent of lamp Wage.shortcircuit and opencircuit protection to be integrated in the circuit THD less than 20percentLife as per LM79.The operating input voltage should be between 130 to 275V. BIS Approved and Tested byNABLCPRI accredited laboratory with 2years Warranty against any manufacturing defect working under standard electrical conditionPolycarbonateOPAL Acrylic Casing 18W20W T8. P.no47 I.no11.10.5.Each717.15717.1560.0FalseNoneNoneFalseNoneFalse43029.00
3853800147333None078Supplying capacitor type ceiling fan complete with downrod blades shackle canopiesetc for operation on 230V 50cycles. Single phase AC supply conforming to ISS3741979 and with double ball bearing system supply. Common SR Electrical PWD Rates 202324 Vol6 [P No57 Sl No6.3.1] 48 Sweep 1200 mm. Regular model P.no30 I.no6.31.Each3133.23133.215.0FalseNoneNoneFalseNoneFalse46998.00
3853801147333None079Supplying and fixing regular MCB distribution boards on wall wood board flush mounting using required clamps bolts nuts etc. with provision for fixing suitable type capacity MCBs single phase 3 phase single door with powder coated painting. Made out of 14 SWG MS enclosure.As per Specification in Common PWD Electrical SR Vol6 202324 Page No13 Item No5.19.5 16 Way SP and NEach3078.63078.64.0FalseNoneNoneFalseNoneFalse12314.40
3853802147333None080Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and C Type curve indicator ONOFF energy cross3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. As per Specification in Common PWD Electrical SR Vol6 202324 632 Amps DP P.no 13 I.no.5.18.4.Each775.95775.9530.0FalseNoneNoneFalseNoneFalse23278.50
3853803147333None0811.1 kV XLPE or Heat resistant PVC insulated PVC exutruted Inner Seath Armoured LTUG Cable as per IS1554 Part1. or IS7098 Part1 Armouring strip thickness and resistivity as per IS3975 240 Sqmm 3.5 Core 30 GI Strips 4 x 0.8 mm. ESCOM Common SR Vol6 202324 P.No 13 I no32.18]m905.79905.79250.0FalseNoneNoneFalseNoneFalse226447.50
3853804147333None082RCC Hume Pipe 2000 mm long 200 mm Dia ESCOM Common SR Vol6202324 P.No 23 I no68.02]No409.5409.575.0FalseNoneNoneFalseNoneFalse30712.50
3853805147333None083Labour Collars for fixing RCC Hume Pipe 200 mm Dia ESCOM Common SR Vol6202324 P.No 23 I no68.04]No108.15108.1575.0FalseNoneNoneFalseNoneFalse8111.250
3853806147333None084Laying of cable in Existing TrenchGI pipeStone WareRCC Hume pipe using WoodenAluminum Rollers as directed by the departmental staff 120 to 240 Sqmm ESCOM Common SR Vol 6 202324 P.No 9 I no21.07.m33891.933891.90.25FalseNoneNoneFalseNoneFalse8472.9750
3853807147333None085Earth work excavation for pipelinescables by Manual means upto 600mm trench width 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 leveling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth excluding rock. in trenches plinth sides of foundations etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour tools usageand other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m As per PWD Common Civil SR 202324 Page No6 Item No1.6Cum508.2508.2171.5FalseNoneNoneFalseNoneFalse87156.30
3853808147333None086Supply of LED Streetlight luminaire with pressure die cast aluminum housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare Diffuser with Injection moulded polycarbonate materaildelivering superior light output. Rated life Burning Hrs 50000 hr at Lumen Maintenance of 70percent. maximum light intensity should be between 60 degrees to 70 degrees. CCT greater than 5500K IP 66 optical and electrical compartment and impact resistance of complete luminare greater than IK08. Power Factor greater than0.9 with mains Current should not be greater than 0.1A to 0.7A and Surge Protection Min 4KV along with Over voltageOverload short circuit miswiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 5060Hz application. Over load and Short circuit protection ensures reliable operation in spite of problem in output side. Compliance to IS 10322IEC 60598 LM 79 and 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 40W System Power consumption. LED Efficiencygreater than130lmw at 1W and Fixture Efficiency greater than80lmw with nominal CRI greater than75. Luminaire manufacturer should have inhouse facility accredited by NABLCPRI and any Government certified agency and Design and Development facility certified by ISO 90012008 . 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 source manufacture.and CreeNichia lumileds osram make LED source.PWD Electrical Common SR Vol6202324 LED street light 40WNo6291.66291.635.0FalseNoneNoneFalseNoneFalse220206.00
3853809147333None087LT 4 Pin Cross Arm MS Dwg No. BESCOMGMQSandS32 Dtd 24.11.2018. ESCOM SR Vol 6202324 P4 Item No2.05No303.45303.4510.0FalseNoneNoneFalseNoneFalse3034.50
3853810147333None088LabourFixing of 4 Pin cross arm with Insulator and Braces fixing ESCOM SR Vol 6202324 Page No45 Item No5.02No168.0168.010.0FalseNoneNoneFalseNoneFalse1680.00
3853811147333None089Earthing Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts nuts washers and check nuts the pipe shall have 16 through holes of 12mm dia .BWSSB SR 202324 Vol 6 P.No157 Item no13.39.No3937.53937.515.0FalseNoneNoneFalseNoneFalse59062.50
3853812147333None090Fabricating supplying and erection of Mtrs long hot dip Galvanized Octagonal 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 47msec for .Mtrs pole in single section and single joint welded as per IS 9595IS 10178AWS having dimensions bottom mm top.mm with 3mm thick suitable base plate and 4Nos of . long J bolts along with tem plate and the pole shall be galvanized in single dipping with not less than 65micron as per ASTMA123 and 153etc. Excluding foundation] as oer drawing appended. 9 m Top 70 mm and Bottom 155 mm dia Common PWD Ele common Vol6 202324 P.11 Item no 4.2.7.Each20475.020475.035.0FalseNoneNoneFalseNoneFalse716625.00
3853813147333None091Supply of LED Floodlight luminaire with pressure die cast aluminum housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare Diffuser with Injection moulded polycarbonate materaildelivering superior light output. Rated life Burning Hrs 50000 hr at Lumen Maintenance of 70percent. maximum light intensity should be between 60 degrees to 70 degrees. CCT greater than 5500K IP 66 optical and electrical compartment and impact resistance of complete luminare greater than IK08. Power Factor greater than0.9 with mains Current should not be greater than 0.1A to 0.7A and Surge Protection Min 4KV along with Over voltageOverload short circuit miswiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 5060Hz application. Over load and Short circuit protection ensures reliable operation in spite of problem in output side. Compliance to IS 10322IEC 60598 LM 79 and 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 System Power consumption. LED Efficiencygreater than130lmw at 1W and Fixture Efficiency greater than80lmw with nominal CRI greater than75. Luminaire manufacturer should have inhouse facility accredited by NABLCPRI and any Government certified agency and Design and Development facility certified by ISO 90012008 . 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 source manufacture.and CreeNichialumiledsosram make LED source. PWDEach11294.8511294.8560.0FalseNoneNoneFalseNoneFalse677691.00
3853814147333None092Supplying and fixing of Hot dip Galvanize M.S.Bracket suitable for outdoor luminaries and mounted on Octagonal pole using necessary bolts nuts etc. complete.ESCOM Common SR Vol6 202324P.No 13 I no4.6.1] Single Arm Bracket with 1000 mm Standard 4050 mm diam1785.01785.035.0FalseNoneNoneFalseNoneFalse62475.00
3853815147333None0931.1 kV XLPE or Heat resistant PVC insulated PVC exutruted Inner Seath Armoured LTUG Cable as per IS1554 Part1. or IS7098 Part1 Armouring strip thickness and resistivity as per IS3975 16 Sqmm 4 Core 11 GI Strips 4 x 0.8 mm. ESCOM Common SR Vol6 202324P.No 13 I no32.05]m148.93148.93700.0FalseNoneNoneFalseNoneFalse104251.00
3853816147333None094Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS81301984 and Virgin. PVC insulation and sheathed suitable for working voltage upto 1100Volts as per IS6941990 p no6 I no2.5.7] PWD Ele Common SR Vol6 202324m86.186.1350.0FalseNoneNoneFalseNoneFalse30135.00
3853817147333None095Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and C curve indicator ONOFF energy cross3 with Short circuit breaking capacity of 10K and complete wiring as required Confirming to IEC 60898 PWD Ele Common SR Vol6 202324Each3242.43242.410.0FalseNoneNoneFalseNoneFalse32424.00
3853818147333None096Supplying heavy gauge PVC conduit pipe .diamm thick confirming to IS 2509 with suitable size bends junction boxes adhesive paste etc. and fixing using inverted wood plugs in case of RCC ceiling and RCC wall stone structure or rawl plugs in case of brick walls and cement plastering damaged portion using heavy gauge saddles at an interval of 700mm using NF screws PWD Ele Common SR Vol6 202324P.No 2 I.no 1.1.4] 40 mm dia 2.5mm thickm156.45156.45300.0FalseNoneNoneFalseNoneFalse46935.00
3853819147333None097Laying of cable in Existing TrenchGI pipeStone WareRCC Hume pipe using WoodenAluminum Rollers as directed by the departmental staff 2.5 to 25 Sqmm ESCOM Common SR Vol6 202324 P.No 52 I no31.05.Mtr21.9221.921.0FalseNoneNoneFalseNoneFalse21.920
3853820147333None098Supply and Installation Fixing Provision of Outdoor type Thermoplastic Modular Panel enclosure with transparent Polycarbonate Lid shock proof IP65 Weather Proof. rust proof dust proof water proof corrosion proof having internally Embedded gasket on both lid and flap suitable to fix Single Phase Three Phase Energy Meter in suitable base plate and having a provision for Fuse MCB cutout with suitable transparent hinged flap opening for operating MCB along with complete tamper proof SEALING facility.PWD Ele Common SR Vol6 202324 [ p no21 I no 5.44.4] 600x600x170mmEach15246.015246.02.0FalseNoneNoneFalseNoneFalse30492.00
3853821147333None099Providing Laying and Fixing of GI pipes conforming to IS 12391990 with latest amendments complete with GI fittings excluding the cost of fittings. with cuts and threads wherever necessary including testing for water tightness with all lead and commissioning. contractor will make his own arrangements for procuring water for testing. Medium Duty GI pipe of 100mm dia etc. complete. Item No11.2.9 Page no127 of ESCOM Common SR Vol6 202324Mtr1307.251307.2525.0FalseNoneNoneFalseNoneFalse32681.250
3853822147333None100Supplying and Laying cable trays including welding fixing of supports. complete. Cable tray of 300 mm width suitable for cable duct of D type Item No 22.a.ii. Page no120 of KPTCL Common SR Vol6 202324Mtr791.7791.7200.0FalseNoneNoneFalseNoneFalse158340.00
3853823147333None101Earth work excavation by manual means for drains canals waste weir draft approach channels key trenches foundation of Buildings and bridges and such simillar works in all kinds of soils as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including Depth exceeding 1.5m but not exceeding 3 mAs per PWD Common Civil SR 202324 Page No5 Item No1.4.2Cum271.95271.9528.0FalseNoneNoneFalseNoneFalse7614.60
3853824147333None102Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granitetrapbasalt 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 and 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 and formwork shall be paid separately. Mix 148 Using 40 mm nominal size graded crushed coarse aggregates PWD Common Civil SR 202324 Page No15 Item No2.1.2Cum5947.25947.22.1FalseNoneNoneFalseNoneFalse12489.120
3853825147333None103Supplying fitting and placing TMT FE 550 550D Steel Reinforcement including cost of all materials machinery labour cleaning straightening cutting bending hooking lapingwelding joints tying with binding wire soft annealed steel wire and other ancilary operations complete as per drawing and technical specification PWD Road and Bridge PWD Common SR 202324 Vol 1 Page No18 Item No2.11h All other type of structuresTonne82961.5582961.550.28FalseNoneNoneFalseNoneFalse23229.2340
3853826147333None104Providing and laying in position Reinforced cement concrete for all Foundation works. The granitetrapbasalt 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 and 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 and formwork to be paid separately. PWD Common Civil SR 202122 Page No15 Item No2.2.1.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6542.556542.5517.024FalseNoneNoneFalseNoneFalse111380.37120
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17246513730000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17246513730000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17246513730000NoneNoneELIGIBILITYBidders 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
17246513730000NoneNoneELIGIBILITYIt 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
17246513730000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17247409090000NoneNoneELIGIBILITYThe bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e Procurement portal due to internet connectivity issues and technical glitches at bidders end.None
17247409720000NoneNoneELIGIBILITYBidder shall pay Contract Management Module processing fees of 0.025 Percentage of the contact value (Min Rs.500.00 and Max Rs.7500.00) soon after contract has been issued to bidder.None
17247409840000NoneNoneELIGIBILITYConditional tenders will not be accepted.None
17247409970000NoneNoneELIGIBILITYTenderers are required to read the Bid Documents carefully before submission of their bid.None
17247410080000NoneNoneELIGIBILITYAny discrepancies observed in the documents uploaded by the tenderer the tender shall liable to rejected.None
17247410230000NoneNoneELIGIBILITYAs per Karnataka State Government order No.LD/300/LET/2006 Bangalore Dated 01.01.2007 and Government Letter No.PW/134/BMS/2007 Dated 27-07-2007, a sum amounting to 1%of the bill amount will be deducted towards Construction Labour Welfare fund.None
17247410340000NoneNoneELIGIBILITYThe Employer reserves the right to reject any or all Tenders without assigning any reason or what so ever.None
17247410560000NoneNoneELIGIBILITYThe earnest money deposit will be forfeited if the documents submitted by the tenderer found to be misleading/forged or fake.None
17247410720000NoneNoneELIGIBILITYFinancial turnover of previous years shall be given a weightage of 10% per year to bring them to the price level of the 2024-25None
17247410850000NoneNoneELIGIBILITYTurnover certificate from CA with valid UDIN No. to be furnished along with necessary documents.None
17247410980000NoneNoneELIGIBILITYRoyalty on construction materials and other taxes will be deducted as per prevailing Govt., orders as may be modified from time to time.None
17247411090000NoneNoneELIGIBILITYBidder has to quote rates excluding GST, GST shall be paid separately as per applicable.None
17247411210000NoneNoneELIGIBILITYAll the Work done certificate uploaded should include E-procurement indent number.None
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
NoneNoneNoneNoneLiquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period)NoneNone
NoneNoneNoneNoneTotal value of civl engineering works executed and payments received in the last five years (year-wise)NoneNone
NoneNoneNoneNoneList of existing commitments and ongoing worksNoneNone
NoneNoneNoneNoneList of works for which tenders already submittedNoneNone
NoneNoneNoneNoneBanker Details for referenceNoneNone
NoneNoneNoneNoneConstruction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awardedNoneNone
NoneNoneNoneNoneReports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five yearsNoneNone
NoneNoneNoneNoneQualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awardedNoneNone
NoneNoneNoneNoneList of Financial Resources with CertificatesNoneNone
NoneNoneNoneNoneSatisfactory completed, at least one Building Work (RCC/Steel Structures) of value not less than Rs. 427.50 Lakhs as prime contractor (should have in the last five years i.e., 2019-20 to 2023-24)Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneThe Tenderer or his identified sub-contractor should possess required valid electrical license for executing building electrification works and should have executed similar electrical works totalling Rs. 21.71 Lakhs in any one year (should have in the last five years i.e., 2019-20 to 2023-24)Past ExperienceLine of Credit
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneExecuted in any one year (for a continuous period of 12 months) the following minimum quantities of work 1 Earthwork Excavation / Subgrade Cum 3,982.00 2 PCC/RCC Cum 1,085.00 3 TMT Steel Tonne 119.00 4 WMM/GSB Cum 1,265.00 5 CC Pavement Cum 904.46 6 Roof Sheet Sqm 4,690.00 7 Built up Steel section Kg 15,890.00 (should have in the last five years i.e., 2019-20 to 2023-24)Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Quantity Wise
NoneNoneNoneNonePWD Registration Claas-ICapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- PWD Registration Claas-I
NoneNoneNoneNoneachieved in at least two financial years a minimum annual financial turnover (in all classes of civil engineering construction works only) of Rs. 1710.00 Lakhs (should have in the last five years i.e., 2019-20 to 2023-24)Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneLiquid assets and or availability of credit facilities of no less than 215.00 Lakhs (Unconditional Credit lines/ letters of credit/ certificates from banks for meeting the fund requirement etc).OthersLine of Credit
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneAvailability by owning at least 50percentage of the required key and critical equipment for this work and the remaining 50percentage can be deployed on lease hire basis for all works provided, the relevant documents applicants shall indicate the make, year of manufacture, capacity and working conditions of each of the equipments along with RC issued by R.T.O. Sale deed/purchase invoice, hire/lease agreements shall be furnished. 1 Excavator 02 Nos 2 Tippers 04 Nos 3 Self Loading Concrete Mixer / Batching Plant 02Nos /01NoOthersMachineries
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Machineries
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateTrueTechnical Bid
tenderWorkLocationList
tenderAddress
createdTs1724933669000
version0
createdDateNone
modifiedDateNone
blockNumberROOM NO 18 KALANURAGI MAHANAGARA PALIKE OFFICE BUILDING TANK BUND ROAD NEAR JAGAT CIRCLE KALABURAGI
streetNone
cityKALABURAGI
stateKarnataka
pin585102
tenderRecallDTONone