createdTs	None
version	None
createdDate	None
modifiedDate	None
noticeInvitingTenderDTO	createdTs 1727437129481 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 2110.00 emd 170000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 18-10-2024 16:00:00 tenderQueryClose 17-10-2024 16:00:00 technicalBidOpen 21-10-2024 11:00:00 publishedDate 27-09-2024 17:26:20 publishedByPost RDPR_EE_DIV_CKD publishedByUser KPE10445 - PRAVEEN MATHAPATI bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson SHRIDEVI SHINTRE splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed None highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08338272131 mobileNumber 9008310652 tenderSupplierList None
tenderSchedule	createdTs 1727437129525 version 4 createdDate None modifiedDate None tenderNumber RDPR/2024-25/BD/WORK_INDENT8960 title CONSTRUCTION OF ADDITIONAL BUILDING OF GOVERNMENT PRE - GRADUATE COLLEGE FOR GIRLS AT ATHANI TOWN IN ATHANI TALUKA OF BELAGAVI DIST. description CONSTRUCTION OF ADDITIONAL BUILDING OF GOVERNMENT PRE - GRADUATE COLLEGE FOR GIRLS AT ATHANI TOWN IN ATHANI TALUKA OF BELAGAVI DIST. category WORKS categoryText Works ecv 8416229.64 deptName Rural Development and Panchayat Raj Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 828 locationName RDPR Division Office Chikkodi provisionalAmount 10020000.0 groupOverheadTotal None fileNumber RDPR/2024-25/BD/ATHANI/PUCOLLEGE
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1727437130000 0 None None Buildings CONSTRUCTION OF ADDITIONAL BUILDING OF GOVERNMENT PRE - GRADUATE COLLEGE FOR GIRLS AT ATHANI TOWN IN ATHANI TALUKA OF BELAGAVI DIST. 8298981.64 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4096037 159531 None code01 Earth work excavation by Mechanical means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such simillar works as per drawing and technical specification, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth etc complete as per direction of the Engineer incharge of the work. Cum 102.0 102.0 249.831 False None None False None False 25482.762 0 4096038 159531 None code02 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggrregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost od steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates etc complete as per direction of the Engineer incharge of the work. Cum 5989.0 5989.0 62.684 False None None False None False 375414.476 0 4096039 159531 None code03 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.4.2-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc complete as per direction of the Engineer incharge of the work. Cum 6828.84 6828.84 34.398 False None None False None False 234898.43832 0 4096040 159531 None code04 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with etc complete as per direction of the Engineer incharge of the work. Cum 5611.0 5611.0 117.401 False None None False None False 658737.011 0 4096041 159531 None code05 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.4.2-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc complete as per direction of the Engineer incharge of the work. Cum 10749.0 10749.0 7.67 False None None False None False 82444.83 0 4096042 159531 None code06 Providing and laying in position Reinforced cement concrete for all super structures of building, Irrigation works, Super structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.4.2-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc complete as per direction of the Engineer incharge of the work. Sqm 9945.0 9945.0 26.98 False None None False None False 268316.1 0 4096043 159531 None code07 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 etc complete as per direction of the Engineer incharge of the work. Cum 266.0 266.0 472.04 False None None False None False 125562.64 0 4096044 159531 None code08 Providing and laying in position Reinforced cement concrete for all super structures of building, Irrigation works, Super structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.4.2-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc complete as per direction of the Engineer incharge of the work. Cum 11271.0 11271.0 18.22 False None None False None False 205357.62 0 4096045 159531 None code09 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work etc complete as per direction of the Engineer incharge of the work. Cum 7978.0 7978.0 102.71 False None None False None False 819420.38 0 4096046 159531 None code10 Providing and laying in position Reinforced cement concrete for all super structures of building, Irrigation works, Super structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.4.2-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc complete as per direction of the Engineer incharge of the work. Cum 10608.0 10608.0 4.753 False None None False None False 50419.824 0 4096047 159531 None code11 Providing and laying in position Reinforced cement concrete for all super structures of building, Irrigation works, Super structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.4.2-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc complete as per direction of the Engineer incharge of the work. Cum 10608.0 10608.0 27.147 False None None False None False 287975.376 0 4096048 159531 None code12 Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. etc complete as per direction of the Engineer incharge of the work. Sqm 1238.0 1238.0 44.235 False None None False None False 54762.93 0 4096049 159531 None code13 Providing and laying in position Reinforced cement concrete for all super structures of building, Irrigation works, Super structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.4.2-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc complete as per direction of the Engineer incharge of the work. Cum 9945.0 9945.0 68.28 False None None False None False 679044.6 0 4096050 159531 None code14 Providing and laying in position Reinforced cement concrete for all super structures of building, Irrigation works, Super structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.4.2-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc complete as per direction of the Engineer incharge of the work. Cum 9613.5 9613.5 2.808 False None None False None False 26994.708 0 4096051 159531 None code15 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. etc complete as per direction of the Engineer incharge of the work. Kg 89.45 89.45 15962.59 False None None False None False 1427853.6755 0 4096052 159531 None code16 Providing Honne wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifcations etc complete as per direction of the Engineer incharge of the work. Sqm 138074.0 138074.0 0.765 False None None False None False 105626.61 0 4096053 159531 None code17 Fixing of door frame in an existing opening including embedding frame infloor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications etc complete as per direction of the Engineer incharge of the work. Each 1016.0 1016.0 9.0 False None None False None False 9144.0 0 4096054 159531 None code18 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc complete as per direction of the Engineer incharge of the work. Kg 183.0 183.0 982.8 False None None False None False 179852.4 0 4096055 159531 None code19 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) fnished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fne 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 specifcations etc complete as per direction of the Engineer incharge of the work. Sqm 371.0 371.0 669.17 False None None False None False 248262.07 0 4096056 159531 None code20 Providing 12mm cement plaster finished with a floating coat of neat cement of mix 1:3 (1 cement : 3 fine sand ) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete work as per specification etc complete as per direction of the Engineer incharge of the work. Sqm 323.0 323.0 607.5 False None None False None False 196222.5 0 4096057 159531 None code21 Providing and fixing in position Mathi/Nandi wood fully panelled with , stiles and rails of 30mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specification (excluding cost of fixtures) etc complete as per direction of the Engineer incharge of the work. Sqm 5742.0 5742.0 22.68 False None None False None False 130228.56 0 4096058 159531 None code22 Providing and fixing of 3track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) etc complete as per direction of the Engineer incharge of the work. Sqm 6734.0 6734.0 46.8 False None None False None False 315151.2 0 4096059 159531 None code23 Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm etc complete as per direction of the Engineer incharge of the work. Sqm 280.0 280.0 46.8 False None None False None False 13104.0 0 4096060 159531 None code24 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) 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 etc complete as per direction of the Engineer incharge of the work. Sqm 1145.0 1145.0 297.2 False None None False None False 340294.0 0 4096061 159531 None code25 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab Black, Cat Eye, River Pink or equivalen etc complete as per direction of the Engineer incharge of the work. Sqm 2852.0 2852.0 173.08 False None None False None False 493624.16 0 4096062 159531 None code26 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved etc complete as per direction of the Engineer incharge of the work. m 328.0 328.0 285.25 False None None False None False 93562.0 0 4096063 159531 None code27 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications etc complete as per direction of the Engineer incharge of the work. Sqm 100.0 100.0 930.375 False None None False None False 93037.5 0 4096064 159531 None code28 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 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 etc complete as per direction of the Engineer incharge of the work. Sqm 158.0 158.0 1060.983 False None None False None False 167635.314 0 4096065 159531 None code29 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² 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 specifcations etc complete as per direction of the Engineer incharge of the work. Sqm 283.0 283.0 641.19 False None None False None False 181456.77 0 4096066 159531 None code30 Providing and fixing Green Board(Quation rate) etc complete as per direction of the Engineer incharge of the work. Nos 8136.0 8136.0 8.0 False None None False None False 65088.0 0 4096067 159531 None code31 Polyurethane based Single Component for New Surface Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU wa terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the wa terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification etc complete as per direction of the Engineer incharge of the work. Sqm 817.0 817.0 386.56 False None None False None False 315819.52 0 4096068 159531 None code32 Providing and fixing Structural Steel work in single section, fixed with or without connecting plate, 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 etc complete as per direction of the Engineer incharge of the work. Kg 106.0 106.0 186.11 False None None False None False 19727.66 0 4096069 159531 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 excavationetc. complete. etc complete as per direction of the Engineer incharge of the work. m 282.0 282.0 30.0 False None None False None False 8460.0 0 1727437130000 0 None None Buildings CONSTRUCTION OF ADDITIONAL BUILDING OF GOVERNMENT PRE - GRADUATE COLLEGE FOR GIRLS AT ATHANI TOWN IN ATHANI TALUKA OF BELAGAVI DIST. 117248.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4096070 159532 None code1 Supplying and fixing of PVC casing and capping on the wall or ceiling using necessary materials like bends, junction box, elbows, screws at an interval of 300 mm as required. 25 mm etc complete as per direction of the Engineer incharge of the work. Mtr 35.0 35.0 300.0 False None None False None False 10500.0 0 4096071 159532 None code2 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short Point upto 3 mtr from tapping point to out let via switch box etc complete as per direction of the Engineer incharge of the work. Point 285.0 285.0 40.0 False None None False None False 11400.0 0 4096072 159532 None code3 Same As Above Item Medium point above 3 mtr upto 6 mtr from tapping point to out let via switch box etc complete as per direction of the Engineer incharge of the work. Point 394.0 394.0 5.0 False None None False None False 1970.0 0 4096073 159532 None code4 Wiring for lighting/power 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 1.5 mm2 etc complete as per direction of the Engineer incharge of the work. Mtr 26.0 26.0 500.0 False None None False None False 13000.0 0 4096074 159532 None code5 Same As Above Item 2.5 mm2 etc complete as per direction of the Engineer incharge of the work. Mtr 42.0 42.0 200.0 False None None False None False 8400.0 0 4096075 159532 None code6 Same As Above Item 4.5 mm2 etc complete as per direction of the Engineer incharge of the work. Mtr 63.0 63.0 200.0 False None None False None False 12600.0 0 4096076 159532 None code7 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 8 Module etc complete as per direction of the Engineer incharge of the work. Each 284.0 284.0 8.0 False None None False None False 2272.0 0 4096077 159532 None code8 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per 6A Two Way Switch etc complete as per direction of the Engineer incharge of the work. Each 166.0 166.0 50.0 False None None False None False 8300.0 0 4096078 159532 None code9 Same as Above Item 6A Three Way Socket etc complete as per direction of the Engineer incharge of the work. Each 171.0 171.0 8.0 False None None False None False 1368.0 0 4096079 159532 None code10 Same as Above Item Stepped Fan Regulator Two Module etc complete as per direction of the Engineer incharge of the work. Each 357.0 357.0 12.0 False None None False None False 4284.0 0 4096080 159532 None code11 Same as Above Item 32A DP Switch etc complete as per direction of the Engineer incharge of the work. Each 326.0 326.0 1.0 False None None False None False 326.0 0 4096081 159532 None code12 Supplying and fixing of slim patty fitting, made out of CRCA Sheet metal body with locking type holder completely wired. Excluding Ballast & Fluorescent Tube. 1 x 4' Tube light fitting. 10-12W etc complete as per direction of the Engineer incharge of the work. Each 269.0 269.0 24.0 False None None False None False 6456.0 0 4096082 159532 None code13 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.56" Sweep (1400 mm) Regular model etc complete as per direction of the Engineer incharge of the work. Each 3031.0 3031.0 12.0 False None None False None False 36372.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1727437130000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1727437130000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1727437130000 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 1727437130000 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 1727437130000 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 1727437138000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder. None 1727437149000 0 None None ELIGIBILITY Department Registration Details None 1727437154000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1727437158000 0 None None ELIGIBILITY List of existing commitments and ongoing work None 1727437162000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1727437167000 0 None None ELIGIBILITY Banker Details None 1727437177000 0 None None ELIGIBILITY Acceptence / Cancellation of the works are reserved by under signed without any reasons for the same. None 1727437181000 0 None None ELIGIBILITY Executive Engineer PRED Chikodi has authority to accept or reject any tender without assigning reason. None 1727437186000 0 None None ELIGIBILITY Corrigendum / modifications / correction, if any, will be published in the website only. None 1727437191000 0 None None ELIGIBILITY To qualify for award of this contract, each tenderer should give all details and documents as per Technical and Financial bid attached to this tender. None 1727437196000 0 None None ELIGIBILITY Incomplete / conditional tenders will not be accepted. None 1727437200000 0 None None ELIGIBILITY Tenderer must submit his present accurate postal address and phone / cell phone number None 1727437206000 0 None None ELIGIBILITY The tender may be cancelled at any stage without assigning any reason None 1727437211000 0 None None ELIGIBILITY Any objection regarding the tender must be submitted directly to Executive Engineer , not in inward. None 1727437216000 0 None None ELIGIBILITY For interpretations of clauses, conditions, spelling mistakes, etc., decision of Executive Engineer, PRED, Chikodi is final. None 1727437221000 0 None None ELIGIBILITY Successful bidder submitting bids below the amount put to tender will be regularized to submit the difference amount in the form of FDR/TDR/DD/Pledge on the name of EE PRED Chikodi within 20 days from the date of receiving the letter of acceptance. additional security paid for unbalanced tenders Failing which EMD will be forfeited and further action will be taken as per G O No FD PCL 2008 Bangalore Dated 14/10/2008. None 1727437226000 0 None None ELIGIBILITY Work shall be executed as per KTPP Act & kw Tender Conditions. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditors reports for the last five years Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Satisfactoriy completed atleast 90per as prime contractor at-least one such similar work of value not less than Rs 42.00 LAKHS 50per of estimated cost of tender Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None List of Financial Resources with Certificates Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- FINANCIAL RESOURCES None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs.84.00 Lakhs) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Executed in any one year the following minimum quantities of work (, Earthwork/Embankment - 200.00 cum,Cum,RCC/PCC 152.00 cum Steel 12.76 MT Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Contractor should upload PWD Valid Registration copy & PRED Enrollment Copy abiding to latest publication of KPWD Departmental Code. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None PAN Card copy Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- PAN CARD None None None None As per Govt Circular no GO-FD/AE 263/EXP12-2022 dt 11.05.2022, this clause for owning key equipment for works costing upto Rs 3.00 Crores is exempted Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- MACHINERIES None None None None The Tenderer must submit ongoing work commitments (certified by an officer not below the rank of Executive Engineer) to compute available tender capacity. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- ON GOING WORKS None None None None Adequate Staff pattern should beavailable with tenderer Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- staff patern None None None None List of works for which tenders already submitted Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- SUBMITTED TENDER None None None None Tenderer must have assessed available tender capacity as per formula in section 3.6 of KW-3 Document Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- BID CAPACITY None None None None The tenderer should possess valid GST registration Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None GST Registration None None None None The Tenderer should submit the line of credit from Banker of a nationalized Bank / Scheduled Bank / liquid assets amounting to (Rs.25.00 lakhs)of tender price LINE OF CREDIT FROM nationalized Bank / Scheduled Bank Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on thiscontract, if awarded Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- staff patern
tenderCriterionDocumentList	documentName optional documentTypeText Contractor should upload PWD Valid Registration copy & PRED Enrollment Copy abiding to latest publication of KPWD Departmental Code. True Technical Bid PAN Card copy True Technical Bid The Tenderer must submit ongoing work commitments certified by an officer not below the rank of Executive Engineer to compute available tender capacitY True Technical Bid Adequate Staff pattern should beavailable with tenderer True Technical Bid Accurate Postal address and phone / Mobile Number True Technical Bid The tenderer should possess valid GST registration True Technical Bid Profit loss account from CA for last five years.Tenderer mast have Tenderer must have achieved in at least two financial years an average Annual financial Turn over in all classes of civil construction works only i.e. Rs.84.00 lakhs 2019-20 to 2023-24 True Technical Bid Tenderer must have completed physical work done as prescribed in bid document KW3 ie Executed in any one year the following minimum quantities of work True Technical Bid As per Govt Circular no GO-FD/AE 263/EXP12-2022 dt 11.05.2022, this clause for owning key equipmnt for works costing upto Rs 3.00 Crores is exempted True Technical Bid Mandating satisfactory completion as a prime contractor for at least one similar work to an extent of 50 such as 1 Construction of Road of Value not less than Rs.42.00 Lakhs True Technical Bid The Tenderer should submit the line of credit from Banker of a nationalized Bank / Scheduled Bank / liquid assets amounting to Rs.25.00 lakhs of tender price LINE OF CREDIT FROM nationalized Bank Scheduled Bank True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Buildings Belagavi Athani Belgaum ATHANI ATHANI PU COLLEGE None None None None None None
tenderAddress	None
tenderRecallDTO	None