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noticeInvitingTenderDTO	createdTs 1718947162449 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy RESERVED invitingStrategyText Reserved taxType INCLUSIVE_TAX tenderFee 500.00 emd 19250.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 30-07-2024 17:30:00 tenderQueryClose 01-07-2024 11:00:00 technicalBidOpen None publishedDate 28-06-2024 18:16:10 publishedByPost TP_CO_BGN publishedByUser KPE16250 - SURESH G BABLAD bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Shilpa G. JE splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber None mobileNumber 9886634384 tenderSupplierList None
tenderSchedule	createdTs 1718947162477 version 4 createdDate None modifiedDate None tenderNumber DMA/2024-25/RD/WORK_INDENT18977 title P-2Construction of CC Road, BT Road & Renovation of Nekar Samudaya Bhavan at W.No. 05,07,08 in Bhagyanagar TP Limit. (SC Category) description P-2Construction of CC Road, BT Road & Renovation of Nekar Samudaya Bhavan at W.No. 05,07,08 in Bhagyanagar TP Limit. (SC Category) category WORKS categoryText Works ecv 1289701.59 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2358 locationName DMA Town Panchayat Bhagyanagar provisionalAmount 1540000.0 groupOverheadTotal None fileNumber No/BGYNR/TPF/2023/24/2
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1718947162000 0 None None Roads P-2Construction of CC Road, BT Road & Renovation of Nekar Samudaya Bhavan at W.No. 05,07,08 in Bhagyanagar TP Limit. (SC Category) (W.No. 05) 332912.57 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3322111 116339 None code01 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Ref. to MoRT&H : IRC 305.3.4 Cum 110.25 110.25 55.2 False None None False None False 6085.8 0 3322112 116339 None code02 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 work. Cum 497.7 497.7 34.96 False None None False None False 17399.592 0 3322113 116339 None code03 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 A Plant Mix Method (v) For Grading -V Material Ref. to MoRT&H : IRC 401 Tonne 2611.35 2611.35 18.4 False None None False None False 48048.84 0 3322114 116339 None code04 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Plant Mix Method Ref. to MoRT&H : IRC 406 Cum 2686.95 2686.95 27.6 False None None False None False 74159.82 0 3322115 116339 None code05 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 27.6 False None None False None False 184718.52 0 3322116 116339 None code06 Name Board LS 2500.0 2500.0 1.0 False None None False None False 2500.0 0 1718947162000 0 None None Roads P-2Construction of CC Road, BT Road & Renovation of Nekar Samudaya Bhavan at W.No. 05,07,08 in Bhagyanagar TP Limit. (SC Category) (W.No. 07) 335789.99 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3322117 116340 None code01 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. Ref. to MoRT&H : 202 Cum 591.15 591.15 15.0 False None None False None False 8867.25 0 3322118 116340 None code02 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Ref. to MoRT&H : IRC 305.3.4 Cum 110.25 110.25 10.0 False None None False None False 1102.5 0 3322119 116340 None code03 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 work. Cum 497.7 497.7 30.0 False None None False None False 14931.0 0 3322120 116340 None code04 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 A Plant Mix Method (v) For Grading -V Material Ref. to MoRT&H : IRC 401 Cum 2611.35 2611.35 9.375 False None None False None False 24481.40625 0 3322121 116340 None code05 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Plant Mix Method Ref. to MoRT&H : IRC 406 Cum 2686.95 2686.95 14.0625 False None None False None False 37785.234375 0 3322122 116340 None code06 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. Ref. to MoRTH : IRC 502 Sqm 43.05 43.05 333.75 False None None False None False 14367.9375 0 3322123 116340 None code07 Providing and laying Bituminous Macadam with 100 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Ref. to MoRTH : IRC 504 Cum 7981.05 7981.05 17.0875 False None None False None False 136376.191875 0 3322124 116340 None code08 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broomRef. to MoRTH : IRC 503 Sqm 12.6 12.6 341.75 False None None False None False 4306.05 0 3322125 116340 None code09 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. Ref. to MoRTH : IRC-37: 2018 Cum 10659.6 10659.6 8.5437 False None None False None False 91072.42452 0 3322126 116340 None code10 Name Board LS 2500.0 2500.0 1.0 False None None False None False 2500.0 0 1718947162000 0 None None Roads P-2Construction of CC Road, BT Road & Renovation of Nekar Samudaya Bhavan at W.No. 05,07,08 in Bhagyanagar TP Limit. (SC Category) (W.No. 08) 620999.03 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3322127 116341 None code01 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. Ref. to MoRT&H : 202 Cum 591.15 591.15 1.44 False None None False None False 851.256 0 3322128 116341 None code02 Earth work excavation for pipelines/cables by Manual means upto 600 mm 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 & 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, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m m 508.2 508.2 41.0 False None None False None False 20836.2 0 3322129 116341 None code03 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 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 Grade PE80-PN6.0, 63mm dia m 198.45 198.45 41.0 False None None False None False 8136.45 0 3322130 116341 None code04 Refilling available earth around trenches/pipelines, 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 Cum 168.0 168.0 16.605 False None None False None False 2789.64 0 3322131 116341 None code05 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Ref. to MoRT&H : IRC 305.3.4 Cum 110.25 110.25 25.605 False None None False None False 2822.95125 0 3322132 116341 None code06 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 work. Cum 497.7 497.7 8.535 False None None False None False 4247.8695 0 3322133 116341 None code07 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 8.535 False None None False None False 53671.92075 0 3322134 116341 None code08 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 12.8025 False None None False None False 85683.29175 0 3322135 116341 None code09 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets grey color having isolated drainage and reinforced with Galvanized Iron profile through out the window frame. The outer honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC Sqm 5274.15 5274.15 8.28 False None None False None False 43669.962 0 3322136 116341 None code10 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m Cum 254.1 254.1 4.572 False None None False None False 1161.7452 0 3322137 116341 None code11 Providing 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 aggregates Cum 5947.2 5947.2 1.152 False None None False None False 6851.1744 0 3322138 116341 None code12 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6708.45 6708.45 6.8947 False None None False None False 46252.750215 0 3322139 116341 None code13 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6955.3 6955.3 0.578 False None None False None False 4020.1634 0 3322140 116341 None code14 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 279.3 279.3 1.755 False None None False None False 490.1715 0 3322141 116341 None code15 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Sqm 1375.5 1375.5 22.778 False None None False None False 31331.139 0 3322142 116341 None code16 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer: Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kg 126.0 126.0 15.75 False None None False None False 1984.5 0 3322143 116341 None code17 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. Kg 118.65 118.65 450.0 False None None False None False 53392.5 0 3322144 116341 None code18 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to 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 as per the direction of Engineer in charge. 0.63 mm thick with zinc coating not less than 275 g/ m² Sqm 922.95 922.95 10.85 False None None False None False 10014.0075 0 3322145 116341 None code19 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 267.75 267.75 65.8459 False None None False None False 17630.239725 0 3322146 116341 None code20 Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 27.3 27.3 65.8459 False None None False None False 1797.59307 0 3322147 116341 None code21 Distempering with dry distemper of approved brand and manufacture (two coats) of required shade on new work, over and including water thinnable priming coat to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 113.4 113.4 65.8459 False None None False None False 7466.92506 0 3322148 116341 None code22 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance 1mm), with wall thickness 2.0 mm (0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 48x40 mm PVC Extruded section m 207.9 207.9 11.4 False None None False None False 2370.06 0 3322149 116341 None code23 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets grey colour having isolated drainage and reinforced with Galvanized Iron profile through out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D 3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm 2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Sqm 6557.25 6557.25 3.15 False None None False None False 20655.3375 0 3322150 116341 None code24 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 5128.2 5128.2 3.8999 False None None False None False 19999.46718 0 3322151 116341 None code25 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Each 5128.2 5128.2 1.0 False None None False None False 5128.2 0 3322152 116341 None code26 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 5128.2 5128.2 2.94 False None None False None False 15076.908 0 3322153 116341 None code27 Providing 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 taps Each 3236.1 3236.1 2.0 False None None False None False 6472.2 0 3322154 116341 None code28 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. l 9.45 9.45 1000.0 False None None False None False 9450.0 0 3322155 116341 None code29 Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 32 mm nominal dia Pipes m 285.6 285.6 35.0 False None None False None False 9996.0 0 3322156 116341 None code30 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 Each 15918.0 15918.0 1.0 False None None False None False 15918.0 0 3322157 116341 None code31 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 Nos 383.25 383.25 3.0 False None None False None False 1149.75 0 3322158 116341 None code32 Providing and fixing PVC (S.W.R) S Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete Nos 375.9 375.9 3.0 False None None False None False 1127.7 0 3322159 116341 None code33 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 110mm(weight of pipe -1.315 kg) m 296.1 296.1 40.0 False None None False None False 11844.0 0 3322160 116341 None code34 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. 1.4.2 Depth exceeding 1.5m, but not exceeding 3 m Cum 271.95 271.95 34.0 False None None False None False 9246.3 0 3322161 116341 None code35 Providing 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 aggregates. Cum 5947.2 5947.2 0.8 False None None False None False 4757.76 0 3322162 116341 None code36 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications 2.4.2 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8852.2 8852.2 4.6357 False None None False None False 41036.14354 0 3322163 116341 None code37 Supplying, 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. a. Buildings Tonne 93929.85 93929.85 0.417 False None None False None False 39168.74745 0 3322164 116341 None code38 Name Board LS 2500.0 2500.0 1.0 False None None False None False 2500.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1718947163000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1718947163000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1718947163000 0 None None ELIGIBILITY Bidders 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 1718947163000 0 None None ELIGIBILITY It 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 1718947163000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1718947163000 0 None None ELIGIBILITY Department Registration Details None 1718947163000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1718947163000 0 None None ELIGIBILITY List of existing commitments and ongoing work None 1718947163000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1718947163000 0 None None ELIGIBILITY Banker Details None 1718947180000 0 None None ELIGIBILITY The GST of 18% shall be added separately to the estimate as per Govt Order No. PWD 51 RDF 2019, Bengaluru Dated : 18-03-2022. None 1718947193000 0 None None ELIGIBILITY All Terms and Conditions as per bid documents None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid PWD Registration Certificate True Technical Bid b. Satisfactorily completed as prime contractor, at least one similar nature of work to an extent 25percent cost of the Any Original Construction Works value not less than Rs 3.23 Lakhs True Technical Bid SC CATOGERY CAST CERTIFICATE MANDATORY True Technical Bid Principal place of business True Technical Bid List of Existing commitments & ongoing works True Technical Bid GST & PAN CARD True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Roads Koppala Koppala None None W.No. 05 None None None None None None Roads Koppala Koppala None None W.No. 07 None None None None None None Roads Koppala Koppala None None W.No. 08 None None None None None None
tenderAddress	None
tenderRecallDTO	None