createdTsNone
versionNone
createdDateNone
modifiedDateNone
noticeInvitingTenderDTO
createdTs1706338607869
version2
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee500.00
emd25000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose12-02-2024 16:00:00
tenderQueryClose09-02-2024 16:00:00
technicalBidOpen13-02-2024 17:00:00
publishedDate29-01-2024 13:29:26
publishedByPostRDPR_EE_DIV_DVG
publishedByUserKPE11001 - TATASHIVAN H
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonTATASHIVAN H EE
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedNone
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber08192250156
mobileNumberNone
tenderSupplierListNone
tenderSchedule
createdTs1706338607910
version4
createdDateNone
modifiedDateNone
tenderNumberRDPR/2023-24/BD/WORK_INDENT3830
titleConstruction of Classroom at GHPS Benkikere in Channagiri taluk
descriptionConstruction of Classroom at GHPS Benkikere in Channagiri taluk
categoryWORKS
categoryTextWorks
ecv958847.86
deptNameRural Development and Panchayat Raj Department
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnFalse
location841
locationNameRDPR Division Office Davanagere
provisionalAmount1000000.0
groupOverheadTotal146264.93
fileNumberMPLADS/02/2023-24
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17063386080000NoneNoneBuildingsConstruction of Classroom at GHPS Benkikere in Channagiri taluk812582.93
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
231547968292None1.14.1 PWDEarth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (PWD SR 2021-22 Vol-1 I.No- 1.14.1 Pg No-8)Cum102.0102.027.081FalseNoneNoneFalseNoneFalse2762.2620
231548068292None2.1.3PWDProviding and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. (PWD SR 2021-22 Vol-1 I.No- 2.1.3 Pg No-15)Cum5989.05989.010.4FalseNoneNoneFalseNoneFalse62285.60
231548168292None2.2.1.1PWDProviding and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.(PWD SR 2021-22 Vol-1 I.No- 2.2.1.1 Pg No-15)Cum6287.06287.03.31FalseNoneNoneFalseNoneFalse20809.970
231548268292None5.4PWDProviding Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR 2021-22 Vol-2 I.No- 5.4 Pg No-9)Cum6389.06389.05.6FalseNoneNoneFalseNoneFalse35778.40
231548368292None1.9PWDFilling 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. (PWD SR 2021-22 Vol-1 I.No- 1.9 Pg No-7)Cum266.0266.056.37FalseNoneNoneFalseNoneFalse14994.420
231548468292None2.4.1PWDProviding 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) (PWD SR 2021-22 Vol-1 I.No- 2.4.1 Pg No-17)Cum9484.59484.52.37FalseNoneNoneFalseNoneFalse22478.2650
231548568292None2.5.1PWDProviding and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2021-22 Vol-1 I.No- 2.5.1 Pg No-17)Cum11271.011271.02.09FalseNoneNoneFalseNoneFalse23556.390
231548668292None2.5.1PWDProviding and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2021-22 Vol-1 I.No- 2.5.1 Pg No-17)Cum10608.010608.04.47FalseNoneNoneFalseNoneFalse47417.760
231548768292None2.5.1PWDProviding and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2021-22 Vol-1 I.No- 2.5.1 Pg No-17)Cum9945.09945.08.38FalseNoneNoneFalseNoneFalse83339.10
231548868292None2.1.3PWDProviding 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 20 mm nominal size graded crushed coarse aggregatesCum6630.06630.00.31FalseNoneNoneFalseNoneFalse2055.30
231548968292None11.32PWDSupplying, 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. (PWD SR 2023-24 Vol-1 I.No- 11.32 Pg No-18)Tonne89457.089457.02.0FalseNoneNoneFalseNoneFalse178914.00
231549068292None6.32PWDProviding 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.( PWD SR 2023-24 Vol-2 P.No.17 I.No. 6.32 )Sqm1310.01310.060.05FalseNoneNoneFalseNoneFalse78665.50
231549168292None11.5.1Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge.Sqm4478.04478.02.52FalseNoneNoneFalseNoneFalse11284.560
231549268292None11.34APWDProviding 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 steel windows by welding. (PWD SR 2021-22 Vol-2 I.No-11.34 A Pg No-85)Kg168.0168.090.72FalseNoneNoneFalseNoneFalse15240.960
231549368292None11.11.2PWDProviding and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 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.(PWD SR 2021-22 Vol-2 I.No-11.11.2 A Pg No-78)Kg107.0107.0172.8FalseNoneNoneFalseNoneFalse18489.60
231549468292None9.12.2PWDProviding 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 (PWD SR 2021-22 Vol-2 I.No- 9.12.2 Pg No-60)Sqm1145.01145.061.61FalseNoneNoneFalseNoneFalse70543.450
231549568292None11.26.2PWDProviding and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. G.I. pipes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineerin- Charge. (PWD SR 2021-22 Vol-2 I.No- 11.26.2 Pg No-82)Kg138.0138.0110.0FalseNoneNoneFalseNoneFalse15180.00
231549668292None8.2.2PWDProviding 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) 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.Sqm279.0279.055.17FalseNoneNoneFalseNoneFalse15392.430
231549768292None8.3.2PWDProviding 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR 2021-22 Vol-2 I.No- 8.3.1 Pg No-41)Sqm333.0333.094.55FalseNoneNoneFalseNoneFalse31485.150
231549868292None8.28PWDFinishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/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 specifications and as per directions of Engineer-in-charge.(PWD SR V-2 2023-24/P.No.45/I.No.8.28)Sqm89.089.094.56FalseNoneNoneFalseNoneFalse8415.840
231549968292None8.35.2PWDPainting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces :Two coats 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 Engineer-in-charge.(PWD SR 2023-24 Vol-2 I.No- 8.35.2, Pg No-47)Sqm198.0198.0107.01FalseNoneNoneFalseNoneFalse21187.980
231550068292None94PWDSupplying and Fixing Raindown Water PVC Pipe 110mm outer dia at 2kg per cm2.(PWD SR 2020-21 Vol-3 P.No. A-9 SL.No. 094 )Mtr155.0155.08.0FalseNoneNoneFalseNoneFalse1240.00
231550168292None1.2.1PWDConcealed Conduit SystemSupplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary. 19/20 mm dia 2 mm thick (Ele SR 2021-22 Vol-6 I.No- 1.2.1 Pg No-1)Mtr66.066.020.0FalseNoneNoneFalseNoneFalse1320.00
231550268292None1.3.1PWDConcealed Conduit SystemSupplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.19/20 mm dia 2 mm thick (Ele SR 2021-22 Vol-6 I.No- 1.3.1 Pg No-1)Mtr68.068.040.0FalseNoneNoneFalseNoneFalse2720.00
231550368292None1.4.4PWDSupplying and fixing sheet Metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc. 180 x 90 x 65 mm(Ele SR 2021-22 Vol-6 I.No- 1.4.4 Pg No-1)Each161.0161.02.0FalseNoneNoneFalseNoneFalse322.00
231550468292None1.12PWDSupplying And Fixing Metal Fan Box with Round Hook. (Ele SR 2021-22 Vol-6 I.No- 1.12 Pg No-2)Each117.0117.04.0FalseNoneNoneFalseNoneFalse468.00
231550568292None2.1.1PWDPoint wiring using Copper wire with switch.Supplying and wiring adopting loop system in existing PVC Conduit /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) with a 6A flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto 3m from tapping point to out let via switch. (Ele SR 2021-22 Vol-6 I.No- 2.1.1 Pg No-2)Each285.0285.02.0FalseNoneNoneFalseNoneFalse570.00
231550668292None2.1.1PWDWiring 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 IS-694:confirming to latest amendments. (Ele SR 2021-22 Vol-6 I.No- 2.1.1 Pg No-2) 2.5mm2Mtr42.042.0270.0FalseNoneNoneFalseNoneFalse11340.00
231550768292None2.1.1PWDWiring 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 IS-694:confirming to latest amendments. 4 mm2Mtr63.063.090.0FalseNoneNoneFalseNoneFalse5670.00
231550868292None3.3.1PWDSupplying and fixing surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.C wall, including necessary rawl plugs, Machine/NF screws etc., complete.(Ele SR 2021-22 Vol-6 I.No- 3.3.1 Pg No-5)Each103.0103.06.0FalseNoneNoneFalseNoneFalse618.00
231550968292None6.3.1PWDSupplying 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. 48" Sweep (1200 mm) Regular model (Ele SR 2021-22 Vol-6 I.No- 6.3.1 Pg No-22)Each2984.02984.02.0FalseNoneNoneFalseNoneFalse5968.00
231551068292None11.32.2PWDSupplying of .....feet -PVC Batten with integrated LED tube .... W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 4' - 20/22 W(Ele SR 2021-22 Vol-6 I.No- 11.3.2 Pg No-34)Each690.0690.03.0FalseNoneNoneFalseNoneFalse2070.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17063386090000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17063386090000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17063386090000NoneNoneELIGIBILITYBidders 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
17063386150000NoneNoneELIGIBILITYAll Terms and Conditions as per Tender Notification and KW DocumentsNone
17063386190000NoneNoneELIGIBILITYAs per the Govt. Order GST will be added to the contract amount separatelyNone
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneDepartment Registration DetailsNoneNone
NoneNoneNoneNoneTotal value of civl engineering works executed and payments received in the last five years (year-wise)NoneNone
NoneNoneNoneNone3.2B Satisfactory completed as prime contractor at least One Similar Nature of work of Value not less than usually not less than 50Percent estimated value of contract in the last five years duly signed by not below the rank of Executive EngineerPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNone2.1P.W.D Registration Certificate, GST, PAN detailCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNone3.2A To qualify for award of this contract, each Tenderer in its name should have in the last five years Period a achieved in at least Two financial years a minimum financial turnover in all cases of civil engineering construction works only Usually Not less than the Estimated annual payments under this contract Certified by Charted account with P and L AccountFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
2.1P.W.D Registration Certificate, GST, PAN detailTrueTechnical Bid
3.2A To qualify for award of this contract, each Tenderer in its name should have in the last five years Period a achieved in at least Two financial years a minimum financial turnover in all cases of civil engineering construction works only Usually Not less than the Estimated annual payments under this contract Certified by Charted account with P and L AccountTrueTechnical Bid
3.2B Satisfactory completed as prime contractor at least One Similar Nature of work of Value not less than usually not less than 50Percent estimated value of contract in the last five years duly signed by not below the rank of Executive EngineerTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone