createdTsNone
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noticeInvitingTenderDTO
createdTs1717767627652
version5
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyRESERVED
invitingStrategyTextReserved
taxTypeINCLUSIVE_TAX
tenderFee500.00
emd21300.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose17-06-2024 16:30:00
tenderQueryClose15-06-2024 11:00:00
technicalBidOpen19-06-2024 16:45:00
publishedDate09-06-2024 18:46:59
publishedByPostPWD_EE_DIV_BGV
publishedByUserKPE12007 - S S SOBARAD
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
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contactPersonS S SOBARAD
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highestBidderSelectionFalse
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sampleSubmissionDateNone
officeNumber08312467103
mobileNumberNone
tenderSupplierListNone
tenderSchedule
createdTs1717767627690
version15
createdDateNone
modifiedDateNone
tenderNumberPWD/2024-25/BD/WORK_INDENT10999
titleConstruction of Single Class Room for Govt. Urdu Primary School at Veerabhadra Nagar, Belagavi (North Constituency) for the year 2024-25 of HOA-4059 (Reserved for ST only).
descriptionConstruction of Single Class Room for Govt. Urdu Primary School at Veerabhadra Nagar, Belagavi (North Constituency) for the year 2024-25 of HOA-4059 (Reserved for ST only).
categoryWORKS
categoryTextWorks
ecv1696374.99
deptNamePublic Works Department
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location1685
locationNamePWD Division Office Belagavi
provisionalAmount1800000.0
groupOverheadTotal0.0
fileNumberPWD/SD/BGM/Building/4059/2024-25/UrduSchool
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17177676280000NoneNoneBuildingsConstruction of single class room for govt. Urdu primary school at Veerabhadra Nagar, Belagavi (North constituency)1644155.27
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3248815112406NoneVol.1 P.No.8 I.No.1.12Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter includingdressing 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 ofmachinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth ( Vol.1, P.No.8,I.No.1.12)Cum117.71117.7113.08FalseNoneNoneFalseNoneFalse1539.64680
3248816112406NoneVol.1, P.No.8,I.No.1.14.1Earth 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 ( Vol.1, P.No.8,I.No.1.14.1) Cum126.38126.3880.11FalseNoneNoneFalseNoneFalse10124.30180
3248817112406NoneVol.1P.No.15,I.No.2.1.3)Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Formwork included and (The cost of steel reinforcement shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ( Vol.1,P.No.15,I.No.2.1.3) Cum7420.377420.3710.62FalseNoneNoneFalseNoneFalse78804.32940
3248818112406NoneVol.2 P.No.5 I.No.4.1Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. ( Vol.2, P.No.5,I.No.4.1) Sqm146.2146.258.93FalseNoneNoneFalseNoneFalse8615.5660
3248819112406NoneVol.2 P.No.9 I.No.5.3Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ( Vol.2, P.No.9,I.No.5.3) Cum7688.07688.00.95FalseNoneNoneFalseNoneFalse7303.60
3248820112406NoneVol 1 Page No 15-Item No 2.2.2.1Providing 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 machinemixed 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. Including centering shuttering form work excluding cost of steel reinforcement .2.2.1.1 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Volume 1 Page No 15-Item No 2.2.2.1) Cum7850.37850.313.32FalseNoneNoneFalseNoneFalse104565.9960
3248821112406NoneAddendum-1,P.N,111,Sl no.1aFormwork for Foundation upto Plinth @8% (Addendum-1,P.N:111,Sl no.1a) Cum373.82373.8213.32FalseNoneNoneFalseNoneFalse4979.28240
3248822112406NoneVol.1, P.No.17, I.No.2.4.3Providing 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. Formwork included (The cost of steel reinforcement to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Vol.1, P.No.17, I.No.2.4.3) Cum7850.37850.31.44FalseNoneNoneFalseNoneFalse11304.4320
3248823112406NoneAddendum-1,P.N:111,Sl no.1a)Formwork for Foundation upto Plinth @8% (Addendum-1,P.N:111,Sl no.1a) Cum971.94971.941.44FalseNoneNoneFalseNoneFalse1399.59360
3248824112406NoneVol.1 P.No.17 I.No.2.4.3)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. Formwork included (The cost of steel reinforcement to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates( Vol.1, P.No.17, I.No.2.4.3) Cum7850.37850.33.94FalseNoneNoneFalseNoneFalse30930.1820
3248825112406NoneAddendum-1,Sl no.2Formwork for Plinth beams of Buildings @50% (Addendum-1,Sl no.2) Cum4112.064112.063.94FalseNoneNoneFalseNoneFalse16201.51640
3248826112406NoneVol.1,P.No.7, I.No.1.9Filling 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. ( Vol.1,P.No.7, I.No.1.9) Cum329.57329.5781.28FalseNoneNoneFalseNoneFalse26787.44960
3248827112406NoneVol 1,pg no.11, I.No.1.23Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. (Vol 1,pg no.11, I.No.1.23)) Cum3323.03323.014.3FalseNoneNoneFalseNoneFalse47518.90
3248828112406NoneVol.1, P.No.16,I.No.2.5.2Providing 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. Formwork included and (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16,I.No.2.5.2) Cum8478.488478.483.4FalseNoneNoneFalseNoneFalse28826.8320
3248829112406NoneAddendum-1,Sl no.9Formwork for RCC Columns above plinth upto parapet top level @ 70% (Addendum-1,Sl no.9) Cum6056.066056.063.4FalseNoneNoneFalseNoneFalse20590.6040
3248830112406NoneVol.1 P.No.16, I.No.2.5.2Providing 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. Formwork included and (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16,I.No.2.5.2) Cum8478.488478.483.51FalseNoneNoneFalseNoneFalse29759.46480
3248831112406NoneAddendum-1,Sl no.14Formwork for Lintels, Beams @ 60% (Addendum-1,Sl no.14) Cum5248.585248.583.51FalseNoneNoneFalseNoneFalse18422.51580
3248832112406NoneVol.1, P.No.16,I.No.2.5.2Providing 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. Formwork included and (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16,I.No.2.5.2) Cum8478.488478.488.84FalseNoneNoneFalseNoneFalse74949.76320
3248833112406NoneAddendum-1,Sl no.15Formwork for Roof slab @ 50% (Addendum-1,Sl no.15) Cum4441.114441.118.84FalseNoneNoneFalseNoneFalse39259.41240
3248834112406NoneVol.1, P.No.16,I.No.2.5.2Providing 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. Formwork included and (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16,I.No.2.5.2) Cum8478.488478.480.16FalseNoneNoneFalseNoneFalse1356.55680
3248835112406NoneAddendum-1,Sl no.19Formwork for Chajja @ 45% (Addendum-1,Sl no.19) Cum4037.374037.370.16FalseNoneNoneFalseNoneFalse645.97920
3248836112406NoneVol.1, P.No.16, I.No.2.4.1Providing 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. Formwork included and (The cost of steel reinforcement to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16, I.No.2.4.1) Cum7934.567934.562.54FalseNoneNoneFalseNoneFalse20153.78240
3248837112406NoneVol.1, P.No.18,I.No.2.11aProviding Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (Vol.1, P.No.18,I.No.2.11a) t110837.22110837.222.74FalseNoneNoneFalseNoneFalse303693.98280
3248838112406NoneV.2 P No 14 Item No. 6.8Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(Volume 2 Page No 14 Item No. 6.8)" Cum9873.599873.5918.43FalseNoneNoneFalseNoneFalse181970.26370
3248839112406NoneV.2 Page No 99 Item No 12.12)12.12 Providing Mathi/Nandi 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 specifications (Volume 2 Page No 99 Item No 12.12) Cum153886.28153886.280.105FalseNoneNoneFalseNoneFalse16158.05940
3248840112406NoneVolume 2 Page No 105 Item No 12.57.8Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.-do- 40 mm thick one side teak and one side commercial.(Volume 2 Page No 105 Item No 12.57.8) Sqm5327.75327.75.04FalseNoneNoneFalseNoneFalse26851.6080
3248841112406NoneVolume 2 Page No 64 Item No. 9.309.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. (Volume 2 Page No 64 Item No. 9.30) Sqm6601.396601.390.97FalseNoneNoneFalseNoneFalse6403.34830
3248842112406NoneVolume 2 Page No 69 Item No. 10.2Providing 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 by Engineer-in-charge. (Volume 2 Page No 69 Item No. 10.2) m406.39406.394.2FalseNoneNoneFalseNoneFalse1706.8380
3248843112406NoneVolume 2 Page No 108 Item No. 12.84Providing & fixing of 2track x 2panel sliding windows made out of multi chambered UPVC(Matching to RAL9016) 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 throughout the window frame. The outer 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 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 (Volume 2 Page No 108 Item No. 12.84) Sqm6223.56223.55.04FalseNoneNoneFalseNoneFalse31366.440
3248844112406NoneV 2, A-24,Sl.No.394Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm (V 2, A-24,Sl.No.394) Sqm346.92346.928.01FalseNoneNoneFalseNoneFalse2778.82920
3248845112406NoneVolume 2 Page No 86 Item No 11.31Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer Incharge including cost of materials, labour, usage charges of machinery complete as per specifications. (Volume 2 Page No 86 Item No 11.31) Kg142.49142.4974.25FalseNoneNoneFalseNoneFalse10579.88250
3248846112406NoneVolume 2 Page No 85 Item No 11.30.1Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge (Volume 2 Page No 85 Item No 11.30.1) Sqm1129.971129.972.97FalseNoneNoneFalseNoneFalse3356.01090
3248847112406NoneVol.2, P.No.86, I.No.11.34BProviding 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 (Vol.2, P.No.86, I.No.11.34B) Kgs226.74226.7490.72FalseNoneNoneFalseNoneFalse20569.85280
3248848112406NoneVol.2, P.No.61, I.No.9.17.2Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete Size of Tile 600x600 m (Vol.2, P.No.61, I.No.9.17.2) Sqm1455.831455.8357.56FalseNoneNoneFalseNoneFalse83797.57480
3248849112406NoneVol.2, P.No.41, I.No.8.1.1Providing 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 (Vol.2, P.No.41, I.No.8.1.1) Sqm315.95315.9572.02FalseNoneNoneFalseNoneFalse22754.7190
3248850112406NoneVol.2, P.No.50, I.No.8.51Providing 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 and as per directions of Engineer in charge. (Vol.2, P.No.50, I.No.8.51) Sqm123.9123.9111.4FalseNoneNoneFalseNoneFalse13802.460
3248851112406NoneVol.2, P.No.42, I.No.8.8 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) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(Vol.2, P.No.42, I.No.8.8 ) Sqm459.67459.67178.69FalseNoneNoneFalseNoneFalse82138.43230
3248852112406NoneVol.2, P.No.64, I.No.9.36Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. (Vol.2, P.No.64, I.No.9.36) Sqm2044.352044.352.84FalseNoneNoneFalseNoneFalse5805.9540
3248853112406NoneV2, P.No.47, I.No.8.33.3Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge (Vol.2, P.No.47, I.No.8.33.3) Sqm172.22172.228.01FalseNoneNoneFalseNoneFalse1379.48220
3248854112406NoneVol.2, P.No.46, I.No.8.32Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/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 and as per directions of Engineer-in-charge. (Vol.2, P.No.46, I.No.8.32) Sqm193.28193.28203.27FalseNoneNoneFalseNoneFalse39288.02560
3248855112406NoneVol.2, P.No.46, I.No.8.33.1Finishing 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 and as per directions of Engineer-in-charge. (Vol.2, P.No.46, I.No.8.33.1) Sqm195.76195.76111.4FalseNoneNoneFalseNoneFalse21807.6640
3248856112406NoneVolume 2 Page No 104 Item No 12.51Fixing of door frame in an existing opening including embedding frame in floor 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.(Volume 2 Page No 104 Item No 12.51) No1258.821258.822.0FalseNoneNoneFalseNoneFalse2517.640
3248857112406NoneVol.2, Page No 125 I.No.13.48Providing and fixing on the wall face unplastisized rigid PVC rain water pipes confirmimg to IS:13592 Type A including jointing with seal ring confirmimg to IS:5382, leaving 10mm gap for thermal expansion, single socketed pipes 100mm diameter. ( Vol.2, Page No 125 I.No.13.48) m360.55360.557.4FalseNoneNoneFalseNoneFalse2668.070
3248858112406NoneVol.2, P.No.84, I.No.11.26.1Providing 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. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the EngineerinCharge. (Vol.2, P.No.84, I.No.11.26.1) Kgs170.98170.98193.86FalseNoneNoneFalseNoneFalse33146.18280
3248859112406NoneVol.2, P.No.149, I.No.15.1Providing 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 waterproofing 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 @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. (Vol.2, P.No.149, I.No.15.1) Sqm1012.261012.2664.33FalseNoneNoneFalseNoneFalse65118.68580
3248860112406NoneQuotation rateProviding and fixing Green board for class room (Quotation rate) Each9600.489600.482.0FalseNoneNoneFalseNoneFalse19200.960
3248861112406NoneVol.2, P.No.200, I.No.20.34.1Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete.125x70x4 mm (ordinary type) (Vol.2, P.No.200, I.No.20.34.1) No210.63210.638.0FalseNoneNoneFalseNoneFalse1685.040
3248862112406NoneVol.2, P.No.A-25, S.No.444Hold fasts (Vol.2, P.No.A-25, S.No.444) No61.9561.9512.0FalseNoneNoneFalseNoneFalse743.40
3248863112406NoneVol.2, P.No.107, I.No.12.73.1Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 125mm (Vol.2, P.No.107, I.No.12.73.1) No54.5254.524.0FalseNoneNoneFalseNoneFalse218.080
3248864112406NoneVol.2, P.No.105, I.No.12.60Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.(Vol.2, P.No.105, I.No.12.60) No1303.431303.432.0FalseNoneNoneFalseNoneFalse2606.860
3248865112406NoneVol.2, P.No.105, I.No.12.63Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete (Vol.2, P.No.105, I.No.12.63) No161.07161.072.0FalseNoneNoneFalseNoneFalse322.140
3248866112406NoneVol.2, P.No.44 , I.No.8.16a8.83 Providing lath plaster with cement mortar 1in3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixing chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials, labour, providing and removing form work HOM of machineries, curing, complete as per specifications. (Vol.2, P.No.44 , I.No.8.16a) Sqm1533.881533.887.27FalseNoneNoneFalseNoneFalse11151.30760
3248867112406NoneVol2,P.No.55, I.No.8.84Providing wall black board in 12mm thick with CM 1:3 and applied with primer & two coats of acrylic emulsion black paint including finishing etc,complete (Vol2,P.No.55, I.No.8.84) Sqm588.53588.533.0FalseNoneNoneFalseNoneFalse1765.590
3248868112406NoneVol.3.Pg No.23, I.No.4.1VConstruction 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(V) For Grading -V Material (Vol.3.Pg No.23, I.No.4.1(V)) Cum3081.393081.3910.5FalseNoneNoneFalseNoneFalse32354.5950
3248869112406NoneVol.2, Pg No.63, I.No.9.25Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge (Vol.2, Pg No.63, I.No.9.25) Sqm991.2991.210.5FalseNoneNoneFalseNoneFalse10407.60
17177676280000NoneNoneBuildingsElectrical Estimate52219.72
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3248870112407NonePart-III P No.3 IT No. 1.8.2Supplying 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. (25mm)m41.341.380.0FalseNoneNoneFalseNoneFalse3304.00
3248871112407NonePart-III P No.5 IT No. 2.2.2I. Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (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. Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch boxPoint447.22447.224.0FalseNoneNoneFalseNoneFalse1788.880
3248872112407NonePart-III P No.5 IT No. 2.2.3I. Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (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. Long point above 6Mtr upto 10Mtr from tapping point to out let via switch boxPoint654.9654.94.0FalseNoneNoneFalseNoneFalse2619.60
3248873112407NonePart-III P No.5 IT No. 2.3.2Wiring 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-694:2010 (1.5 mm2)Mtr30.6830.68125.0FalseNoneNoneFalseNoneFalse3835.00
3248874112407NonePart-III P No.5 IT No. 2.3.3Wiring 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-694:2010 (2.5 mm2)Mtr49.5649.5615.0FalseNoneNoneFalseNoneFalse743.40
3248875112407NonePart-III P No.5 IT No. 2.3.4Wiring 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-694:2010 (4 mm2)Mtr74.3474.3475.0FalseNoneNoneFalseNoneFalse5575.50
3248876112407NonePart-III P No.8 IT No. 3.4.2Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (3 Way)Each187.62187.623.0FalseNoneNoneFalseNoneFalse562.860
3248877112407NonePart-III P No.8 IT No. 3.4.5Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (8 Way)Each307.98307.981.0FalseNoneNoneFalseNoneFalse307.980
3248878112407NonePart-III P No.8 IT No. 3.4.6Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (10-12 Way)Each376.42376.425.0FalseNoneNoneFalseNoneFalse1882.10
3248879112407NonePart-III P No.8 IT No. 3.5.2Supplying 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. Group-A (3 Module)Each189.98189.983.0FalseNoneNoneFalseNoneFalse569.940
3248880112407NonePart-III P No.8 IT No. 3.5.5Supplying 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. Group-A (8 Module)Each335.12335.121.0FalseNoneNoneFalseNoneFalse335.120
3248881112407NonePart-III P No.8 IT No. 3.5.6Supplying 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. Group-A (10-12 ModuleEach405.92405.922.0FalseNoneNoneFalseNoneFalse811.840
3248882112407NonePart-III P No.9 IT No. 3.6.1Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A One Way SwitchEach120.36120.3616.0FalseNoneNoneFalseNoneFalse1925.760
3248883112407NonePart-III P No.9 IT No. 3.6.4Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator Two ModuleEach421.26421.262.0FalseNoneNoneFalseNoneFalse842.520
3248884112407NonePart-III P No.9 IT No. 3.6.7Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 16A One Way SwitchEach212.4212.46.0FalseNoneNoneFalseNoneFalse1274.40
3248885112407NonePart-III P No.9 IT No. 3.6.9Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32A DP SwitchEach384.68384.682.0FalseNoneNoneFalseNoneFalse769.360
3248886112407NonePart-III P No.9 IT No. 3.6.10Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6/16A Universal SocketEach278.48278.484.0FalseNoneNoneFalseNoneFalse1113.920
3248887112407NonePart-III P No.9 IT No. 3.6.3Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Three Way socketEach201.78201.784.0FalseNoneNoneFalseNoneFalse807.120
3248888112407NonePart-III P No.43 IT No. 11.3.2Supplying of feet -PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70prer lumen maintenance with CRI less 80. Power Input: 220-240Vat 50/60Hz & Power factor less 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 WEach814.2814.25.0FalseNoneNoneFalseNoneFalse4071.00
3248889112407NonePart-III P No.14 IT No.5.7.2Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 32 AEach284.38284.381.0FalseNoneNoneFalseNoneFalse284.380
3248890112407NonePart-III P No.17 IT No.5.18.1Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and C Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 A SPEach489.7489.71.0FalseNoneNoneFalseNoneFalse489.70
3248891112407NonePart-III P No.17 IT No.5.18.4Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and C Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 A DPEach872.02872.021.0FalseNoneNoneFalseNoneFalse872.020
3248892112407NonePart-III P No.18 IT No.5.19.11Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure. II - Double Door 4 Way TP & NEach4764.844764.841.0FalseNoneNoneFalseNoneFalse4764.840
3248893112407NonePart-III P No.54 IT No. 12.56Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm diaEach4141.84141.81.0FalseNoneNoneFalseNoneFalse4141.80
3248894112407NonePart-III P No.30 IT No.6.3.1Supplying 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 modelEach3521.123521.122.0FalseNoneNoneFalseNoneFalse7042.240
3248895112407NonePart-III P No.14 IT No.5.6.1Supply and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws. 8" x 6" x 1.5"Each102.66102.661.0FalseNoneNoneFalseNoneFalse102.660
3248896112407NonePart-III P No.14 IT No.5.6.4Supply and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws. 12" x 12" x 2"Each213.58213.581.0FalseNoneNoneFalseNoneFalse213.580
3248897112407NonePart-III P No.56 IT No. 13.7.1Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps. On wall/ ceiling / Rafter / GirdersEach143.96143.965.0FalseNoneNoneFalseNoneFalse719.80
3248898112407NonePart-III P No.57 IT No. 13.10Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring.Each201.78201.782.0FalseNoneNoneFalseNoneFalse403.560
3248899112407NonePart-III P No.3 IT No. 1.9.1Supplying PVC flexible conduit pipe.... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely. 20 mmMtr22.4222.422.0FalseNoneNoneFalseNoneFalse44.840
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17179315260000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17179315260001NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by any State Government / Government of India /Union Territory.None
17179315260000NoneNoneELIGIBILITYBidders 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
17179315260000NoneNoneELIGIBILITYIt 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
17179315260000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17179320670001NoneNoneELIGIBILITYBidder 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
17179321980000NoneNoneELIGIBILITYTender invited only for eligible contractors registered under Karnataka Public Works DeptNone
17179322100000NoneNoneELIGIBILITYConditional tenders will not be accepted.None
17179322350000NoneNoneELIGIBILITYThe Tenderer shall obtain the workdone certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer(District Level Officer)and scan the Original Certificate and attach the scanned file to the Bid.None
17179323440000NoneNoneELIGIBILITYFinancial Year will be reckoned as the period between first day of April and Thiry first day of March of succeeding year(both days inclusive)None
17179323530000NoneNoneELIGIBILITYAll the documents to be uploaded shall be neatly scanned and the documents scanned shall be in original.None
17179323630000NoneNoneELIGIBILITYThe tenderer shall note that the scanned Documents can also be uploaded in the tasks created under Document/Evidence Required from the Bidder.None
17179323760000NoneNoneELIGIBILITYThe Employer reserves the right to Reject any or all Tenders without assigning any reasonNone
17179323870000NoneNoneELIGIBILITYThe Department is not responsible for any delay in accessing e-procurement portalNone
17179323970000NoneNoneELIGIBILITYTenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 : Instructions to Tenderers (ITT), will only be considered for evaluation.None
17179324060000NoneNoneELIGIBILITYAll materials required for the work shall be procured by the tenderer himself and should be got tested by the quality control authorities at his own cost before use on work.None
17179324170000NoneNoneELIGIBILITYThe items quoted shall include cost of Royalty charges on constructive materials and other taxes as per the rates prevailing Govt. Orders at the time of execution and including all the cost and conveyance of all materials, curing, loading and unloading with all lead and lifts, labour, hire charges of machinary and equipments, etc., complete and all incidental charges. All the items shall be executed as directed by the Engineer in charge of the work.None
17179324270000NoneNoneELIGIBILITYRoyalty on construction materials and other taxes will be deducted as per prevailing Govt ordersNone
17179324380000NoneNoneELIGIBILITYAll the Formats prescribed in the bid documents shall be filled in complete manner. ( section 3 & 4 of the bid document ) and shall be uploaded properly, signed by Tenderer . Necessary Certificates shall be uploaded along with the formats wherever required. General documents Section can be used for this purpose.None
17179324530000NoneNoneELIGIBILITYPhysical quantities requirement to qualify the Tenderer is 80% of the estimated quantity as per Govt Order No. .PW/630/CRM/2014 Bangalore Dated: 17-11-2014None
17179324660000NoneNoneELIGIBILITYDepartment will not supply any materials.None
17179324740000NoneNoneELIGIBILITYThe cost of the Tender form shall not be refundable.None
17179324820000NoneNoneELIGIBILITYFurther particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, PWD Division Belagavi during office hours on all working days. It may be noted that if any of the dates mentioned above happened next working day will holds good in lieu of the dates mentioned.None
17179325550000NoneNoneELIGIBILITYThe Tenderer must be present during opening of tender and submit uploaded documents duly attested by Gazzeted Officer not below the rank of Executive Engineer and also produce original documents for confirmation at the time of opening.None
17179325690000NoneNoneELIGIBILITYThe contractor should employ only registered labours as per Govt. Circular No. PWD/198/BMS/2009/ Dated: 24-06-2009. As per EPF & MP act 1952 in respect of the employees engaged by or through contractors, agencies and contractors shall have provident fund code no. & all the contract employees deployed by them are enrolled as members of provident fund.None
17179325810000NoneNoneELIGIBILITYAs per Karnataka State Govt Order No:LD/300/LET/2006/Bangalore Dt: 1-1-2007 and Govt Ltr No:PW/134/BMS/2007, Dt: 27-7-2007, a sum amounting to 1% of the bill amount will be deducted towards Construction Labour Welfare fund.None
17179325910000NoneNoneELIGIBILITYTHE CONTRACTORS ARE INSTRUCTED TO SUBMIT ONLY RELEVENT INFORMATION WITH RECORDS AS REQUIRED AND SPECIFIED IN QUALIFICATION CRITERIA. ANY JUNK, SUPERFLUOS AND UNNECESARY DOCUMENTS IF UPLOADED WILL TREATED AS MISLEADING AND SUCH TENDERS ARE LIABLE TO BE REJECTED.None
17179326000000NoneNoneELIGIBILITYThe Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government Orders.None
17179326130000NoneNoneELIGIBILITYThe item rates are inclusive of all other charges.None
17179326360000NoneNoneELIGIBILITYUnder this contract, the GST is included in the item wise basic rates, the rates quoted by the Contractor shall be deemed to be inclusive of GST.None
17179326510000NoneNoneELIGIBILITYThe contractor shall quote the rates with adding GST for either materials, labours or works contract (Service). GST will not be paid separately to the contractor under this work.None
17179326600000NoneNoneELIGIBILITYThe Increase in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delays as determined by the authority while granting the extension of time.None
17179326680000NoneNoneELIGIBILITYFinancial turover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2024-25 in the Technical Qualification CriteriaNone
17179326770000NoneNoneELIGIBILITYThe Project Completion period is 06 (Six) months and the Tenderer should maintain work during the defect liability period, which is (1) One year after successful completion of the work. (including Monsoon).None
17179326930000NoneNoneELIGIBILITYAppeal - As per the Govt. ltr no 572/CRM/2020/PWD-COMM-1-PWD-SEC, dated 09.10.2020 the Appeals received in e-procurement as per KTPP Act / Rules within the stipulated time will only be considered. Any written Appeal Received shall not be considered.None
17179327050000NoneNoneELIGIBILITYThe tenderer should be a KPWD registered Class-IV and Above ContractorNone
17179327150000NoneNoneELIGIBILITYUnique Document Identification Number (UDIN) for Practicing Chartered Account is PrefferedNone
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneAudited CA Certificate of Annual TurnoverPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneWork Done CertificatePast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneQualification and experience of the key technical and Management personnel in permanent employment with the Tenderer and those that are proposed to be deployed on this work, if work is awardedCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Others -- Biodata of the personnel
NoneNoneNoneNoneTotal value of civl engineering works executed and payments received in the last five years (year-wise)Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Others -- Statement of value of civl engineering works executed and payments received in the last five years (year-wise)
NoneNoneNoneNoneList of existing commitments and ongoing worksCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Others -- Information in Formats enclosed with this NIT
NoneNoneNoneNoneList of works for which tenders already submittedCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Others -- Information in Formats enclosed with this NIT
NoneNoneNoneNoneOthers -- Calculation Sheet on letter headCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Others -- Calculation Sheet on letter head
NoneNoneNoneNoneAssessed Tender Capacity shall be more than the Tendered AmountCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Others -- Assessment on the Letter Head of the Tenderer
NoneNoneNoneNoneTenderers who meet the above specified minimum qualifying criteria will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity equal to (AxNx5.00 - B) A equal to Maximum value of civil engineering works executed in any one year during the last five years (updated to 2024-25 price level) taking into account the completed as well as works in progress. 0.50 Year where B equal to Value at 2024-25 price level, of existing commitments and on-going works to be completed during the next 0.50 Year form the probable date of Award of this contract.Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Others -- Others -- Calculation Sheet on letter head
NoneNoneNoneNoneTo qualify for award of this contract, each Tenderer in its name should have in the last five years Period i.e., 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24 achieved in at least one financial years an average financial turnover of Rs. 16.96 Lakhs (in all classes of civil engineering construction works only)Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- To qualify for award of this contract, in the last five years Period i.e., 2019-20, 2020-21, 2021-22, 2022-23 & 2023-04
NoneNoneNoneNoneThe Tenderer shall obtain the similar work done Any Construction work certificate within the financial years of 2019-20 to 2023-24 (25% of the Amount Put to Tender) i.e., Rs. 4.24 lakhs in the prescribed format from the Competent Authority not below the rank of Executive Engineer (District Level Officer)and scan the Original Certificate and attach the scanned file to the BidCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneReport on the financial standing of the Tenderer, such as profit and loss statements and auditors report for the last five years.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Others -- Auditors Report
NoneNoneNoneNoneThe tenderer should be a KPWD registered Class-III and Above ContractorOthersPWD Registration Certificate (Class I/II/III/IV)
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- PWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNoneName and Address Telephone Nos. Fax Nos. and email ID of the Tenderers and BankersOthersOthers -- Information on the Letter Head of the tenderer
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Others -- Information on the Letter Head of the tenderer
NoneNoneNoneNoneThe EMD of Rs.21,300.00 shall be paid in full through e-payment in favour of Executive Engineer, PWD Belagavi Division, BelagaviOthersOthers -- Through e-payment
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Others -- Through e-payment
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover Certificate from CA from 2019-20 to 2023-24TrueTechnical Bid
The tenderer should be a KPWD registered Class-IV and Above ContractorTrueTechnical Bid
Work done certificate for similar nature of Work from Competant authority Rank of Executive Engineer & aboveTrueTechnical Bid
Name and Address of Contractor for CommunicationTrueTechnical Bid
UDIN is PrefferedTrueTechnical Bid
List of ongoing works/ Works in HandTrueTechnical Bid
Bid capacity on Letter headTrueTechnical Bid
Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Tribe reserved category as prescribed in the tender document.TrueTechnical Bid
The Contractor belonging to the Scheduled Caste/Scheduled Tribe shall be DOMICILE of the State of Karnataka for more than 10 years and shall up load Residential / Domicile Certificate issued by the competent Authority.TrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone