createdTs	None
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noticeInvitingTenderDTO	createdTs 1721974337697 version 6 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 500.00 emd 36500.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 02-08-2024 17:00:00 tenderQueryClose 31-07-2024 17:30:00 technicalBidOpen None publishedDate 26-07-2024 12:01:31 publishedByPost PWD_EE_DIV_CKD publishedByUser KPE15950 - SUNILKUMAR N BALOL bidValidityPeriod 90 noOfCalls 2 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson Shri. Sunilkumar N Balol EE PWD Division Chikodi splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08338273859 mobileNumber 8338273859 tenderSupplierList None
tenderSchedule	createdTs 1721974337700 version 18 createdDate None modifiedDate None tenderNumber PWD/2024-25/BD/WORK_INDENT10928/CALL-2 title CONSTRUCTION OF SINGLE CLASS ROOMS FOR KANNADA MEDIUM SCHOOL IN DIGGEWADI IN RAIBAG TALUKA OF BELAGAVI DISTRICT HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE YEAR 2023-24 description CONSTRUCTION OF SINGLE CLASS ROOMS FOR KANNADA MEDIUM SCHOOL IN DIGGEWADI IN RAIBAG TALUKA OF BELAGAVI DISTRICT HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE YEAR 2023-24 category WORKS categoryText Works ecv 1452053.06 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1686 locationName PWD Division Office Chikkodi provisionalAmount 1800000.0 groupOverheadTotal None fileNumber KPWD/RBG/BD/DIGGEWADI/2024-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1721974338000 1 None None Buildings CONSTRUCTION OF SINGLE CLASS ROOMS FOR KANNADA MEDIUM SCHOOL IN DIGGEWADI IN RAIBAG TALUKA OF BELAGAVI DISTRICT HOA 4059-80-051-0-29-386 DEPARTMENTAL BUILDINGS FOR THE YEAR 2023-24 1374052.06 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3625644 131777 None Vol.1, P.No.8,I.No.1.12 Earth 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) ---- with all lead and lifts Cum 99.75 99.75 18.27 False None None False None False 1822.4325 0 3625645 131777 None Vol.1, P.No.8,I.No.1.14.1 Earth 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) ---- with all lead and lifts Cum 107.1 107.1 44.49 False None None False None False 4764.879 0 3625646 131777 None Vol.1, P.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) ---- with all lead and lifts Cum 6288.45 6288.45 15.26 False None None False None False 95961.747 0 3625647 131777 None Vol.2, P.No.5,I.No.4.1 Providing 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) ---- with all lead and lifts Sqm 123.9 123.9 58.93 False None None False None False 7301.427 0 3625648 131777 None Vol.2, P.No.9,I.No.5.3 Providing 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) ---- with all lead and lifts Cum 6515.25 6515.25 11.46 False None None False None False 74664.765 0 3625649 131777 None Volume 1 Page No 15-Item No 2.2.3 Providing 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork to be paid separately) (Volume 1 Page No 15-Item No 2.2.3) ---- with all lead and lifts Cum 6652.8 6652.8 7.38 False None None False None False 49097.664 0 3625650 131777 None Vol.1, P.No.111, S.No.1a Formwark for Footings Isolated @ 8% (Vol.1, P.No.111, S.No.1a) ---- with all lead and lifts Cum 532.22 532.22 7.38 False None None False None False 3927.7836 0 3625651 131777 None Vol.1, P.No.16, 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. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16, I.No.2.4.3) ---- with all lead and lifts Cum 6652.8 6652.8 4.26 False None None False None False 28340.928 0 3625652 131777 None Vol.1, P.No.111, S.No.9 Formwark for Columns @ 70% (Vol.1, P.No.111, S.No.9) ---- with all lead and lifts Cum 4656.96 4656.96 1.44 False None None False None False 6706.0224 0 3625653 131777 None Vol.1, P.No.111, S.No.2 Formwark for Plinth beams of Buildings @ 50% (Vol.1, P.No.111, S.No.2) ---- with all lead and lifts Cum 3326.4 3326.4 2.82 False None None False None False 9380.448 0 3625654 131777 None Vol.1,P.No.7, I.No.1.9 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. ( Vol.1,P.No.7, I.No.1.9) ---- with all lead and lifts Cum 279.3 279.3 24.55 False None None False None False 6856.815 0 3625655 131777 None Vol.1, P.No.16,I.No.2.5.2 Providing 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16,I.No.2.5.2) ---- with all lead and lifts Cum 7185.15 7185.15 17.41 False None None False None False 125093.4615 0 3625656 131777 None Vol.1, P.No.111, S.No.9 Formwark for Columns @ 70% (Vol.1, P.No.111, S.No.9) ---- with all lead and lifts Cum 5029.61 5029.61 3.73 False None None False None False 18760.4453 0 3625657 131777 None Vol.1, P.No.112, S.No.14 Formwark for Beams & Lintels of Building @ 60% (Vol.1, P.No.112, S.No.14) ---- with all lead and lifts Cum 4311.09 4311.09 3.6 False None None False None False 15519.924 0 3625658 131777 None Vol.1, P.No.112, S.No.15 Formwark for Roof Slab of Building @ 50% (Vol.1, P.No.112, S.No.15) ---- with all lead and lifts Cum 3592.58 3592.58 8.84 False None None False None False 31758.4072 0 3625659 131777 None Vol.1, P.No.112, S.No.1 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (Vol.1, P.No.112, S.No.1 ---- with all lead and lifts Cum 3233.32 3233.32 1.24 False None None False None False 4009.3168 0 3625660 131777 None Vol.1, P.No.16, I.No.2.4.1 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) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16, I.No.2.4.1) ---- with all lead and lifts Cum 6724.2 6724.2 1.21 False None None False None False 8136.282 0 3625661 131777 None Vol.1, P.No.18,I.No.2.11a Providing 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) ---- with all lead and lifts t 93929.85 93929.85 2.57 False None None False None False 241399.7145 0 3625662 131777 None Vol.2 P.No.14, I. No. 6.8 Providing 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.(Vol.2 P.No.14, I. No. 6.8) ---- with all lead and lifts Cum 8367.45 8367.45 19.3 False None None False None False 161491.785 0 3625663 131777 None Volume 2 Page No 99 Item No 12.11 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 specifications.(Volume 2 Page No 99 Item No 12.11) ---- with all lead and lifts Cum 144977.7 144977.7 0.122 False None None False None False 17687.2794 0 3625664 131777 None Vol. 2, P. No.105, I.No.12.57.8 Providing 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.(Vol. 2, P. No.105, I.No.12.57.8) ---- with all lead and lifts Sqm 4515.0 4515.0 5.04 False None None False None False 22755.6 0 3625665 131777 None Vol. 2, P.No. 63, I. No.9.24 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, Cherry Red, Brown, Cat Eye, River Pink or equivalent (Vol. 2, P.No. 63, I. No.9.24) ---- with all lead and lifts Sqm 2994.6 2994.6 5.76 False None None False None False 17248.896 0 3625666 131777 None Vol. 2, P.No.108, I.No.12.84 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer 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 (Vol. 2, P.No.108, I.No.12.84) ---- with all lead and lifts Sqm 5274.15 5274.15 4.32 False None None False None False 22784.328 0 3625667 131777 None Vol. 2 Material component S.No.394, P.No. A-24 Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm (Vol. 2 Material component S.No.394, P.No. A-24) ---- with all lead and lifts Sqm 280.0 280.0 6.48 False None None False None False 1814.4 0 3625668 131777 None Vol.2, P.No.86, I.No.11.34B 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 (Vol.2, P.No.86, I.No.11.34B) ---- with all lead and lifts Kgs 192.15 192.15 116.64 False None None False None False 22412.376 0 3625669 131777 None Vol.2, P.No.61, I.No.9.12.2 Providing and laying Vitrifiedfloor tiles with thickness 9-10 mm in different sizes 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 mm (Vol.2, P.No.61, I.No.9.12.2) ---- with all lead and lifts Sqm 1202.25 1202.25 33.98 False None None False None False 40852.455 0 3625670 131777 None Vol.2, P.No.41, I.No.8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding,including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge (Vol.2, P.No.41, I.No.8.1.1) ---- with all lead and lifts Sqm 267.75 267.75 114.3 False None None False None False 30603.825 0 3625671 131777 None Vol.2, P.No.50, I.No.8.51 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 and as per directions of Engineer in charge. (Vol.2, P.No.50, I.No.8.51) ---- with all lead and lifts Sqm 105.0 105.0 117.69 False None None False None False 12357.45 0 3625672 131777 None Vol.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 ) ---- with all lead and lifts Sqm 389.55 389.55 162.38 False None None False None False 63255.129 0 3625673 131777 None Vol.2, P.No.64, I.No.9.36 Providing 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) ---- with all lead and lifts Sqm 1732.5 1732.5 3.11 False None None False None False 5388.075 0 3625674 131777 None Vol.2, P.No.47, I.No.8.33.3 Painting 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) ---- with all lead and lifts Sqm 145.95 145.95 6.48 False None None False None False 945.756 0 3625675 131777 None Vol.2, P.No.46, I.No.8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge (Vol.2, P.No.46, I.No.8.33.2) ---- with all lead and lifts Sqm 144.9 144.9 16.13 False None None False None False 2337.237 0 3625676 131777 None Vol.2, P.No.46, I.No.8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/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.8.30) ---- with all lead and lifts Sqm 182.7 182.7 204.5 False None None False None False 37362.15 0 3625677 131777 None Vol.2, P.No.46, I.No.8.33.1 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 and as per directions of Engineer-in-charge. (Vol.2, P.No.46, I.No.8.33.1) ---- with all lead and lifts Sqm 165.9 165.9 117.69 False None None False None False 19524.771 0 3625678 131777 None Vol.2,P. No.105, I.No.12.51 Fixing 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.(Vol.2,P. No.105, I.No.12.51) ---- with all lead and lifts Nos 1066.8 1066.8 2.0 False None None False None False 2133.6 0 3625679 131777 None Vol.5,P.No.125,I.No.13.48 Providing 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.5,P.No.125,I.No.13.48) ---- with all lead and lifts m 305.55 305.55 15.0 False None None False None False 4583.25 0 3625680 131777 None Vol.2, P.No.84, I.No.11.26.1 Providing 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 Engineerin-Charge. (Vol.2, P.No.84, I.No.11.26.1) ---- with all lead and lifts Kgs 144.9 144.9 150.0 False None None False None False 21735.0 0 3625681 131777 None Vol.2, P.No.149, I.No.15.1 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 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) ---- with all lead and lifts Sqm 857.85 857.85 55.11 False None None False None False 47276.1135 0 3625682 131777 None Quotation rate Providing and fixing Green board for class room (Quotation rate) ---- with all lead and lifts Each 8136.0 8136.0 2.0 False None None False None False 16272.0 0 3625683 131777 None Vol.2, P.No.200, I.No.20.34.1 Providing 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) ---- with all lead and lifts No 178.5 178.5 4.0 False None None False None False 714.0 0 3625684 131777 None Vol.2, P.No.A-25, S.No.444 Hold fasts (Vol.2, P.No.A-25, S.No.444) ---- with all lead and lifts Nos 50.0 50.0 6.0 False None None False None False 300.0 0 3625685 131777 None Vol.2, P.No.107, I.No.12.73.1 Providing 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) ---- with all lead and lifts No 46.2 46.2 2.0 False None None False None False 92.4 0 3625686 131777 None Vol.2, P.No.105, I.No.12.60 Providing 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) ---- with all lead and lifts No 1104.6 1104.6 1.0 False None None False None False 1104.6 0 3625687 131777 None Vol.2, P.No.107, I.No.12.63 Providing 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.107, I.No.12.63) ---- with all lead and lifts Nos 136.5 136.5 2.0 False None None False None False 273.0 0 3625688 131777 None Vol. 2, P.No. 63, I. No.9.23 Providing and laying flamed finish 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 : ** Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent. (Vol. 2, P.No. 63, I. No.9.23) ---- with all lead and lifts Sqm 2589.3 2589.3 25.97 False None None False None False 67244.121 0 1721974338000 0 None None Buildings FURNITURES TABLE AND CHAIR 33520.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3625689 131778 None KSFIC DWD 052 Teak Wood Table : Of size 6'x3'. Leg size 2.5"x2.5". Table frame to be 4"x1.25" thick pattis. Foot rest to be provided with 2"x1.5"=2 Nos. Table top to be laminated with 1mm thick laminate with teak edge banding lower side middle H - Shape patti. Table shall be neatly finished and polished. ---- with all lead and lifts No 23540.0 23540.0 1.0 False None None False None False 23540.0 0 3625690 131778 None KSFIC DWD 069 Teak wood Chair (Heavy model): Seat with taek wood planks or cushion. Made out of teak wood chair 3''x1.25'' back legs 2.25''x2.25'' front legs chair side side bars 3''x1.25'' back with 8 reapers. Chair size standard size. Chair shall be neatly finished and polished. ---- with all lead and lifts No 9980.0 9980.0 1.0 False None None False None False 9980.0 0 1721974338000 0 None None Buildings ELECTRICAL ESTIMATE 44481.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3625691 131779 None 1.8.2 Supplying and fixing of PVC casing and capping on the wall or ceilingusing necessary materials like bends, junction box, elbows, screws at an interval of 300 mm as required. ---- with all lead and lifts Mtr 35.0 35.0 80.0 False None None False None False 2800.0 0 3625692 131779 None 1.6.5 Supplying and flush mounting teak wooden box without front plank, made of not less than 12 mm thick wood, after due groove cutting, finishing with necessary cement plastering complete ---- with all lead and lifts Each 74.0 74.0 8.0 False None None False None False 592.0 0 3625693 131779 None 2.1.2 Point wiring using Copper wire with switch: Supplying and wiring adopting loop system in existing PVC Conduit /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) with a 6Amps 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. ---- with all lead and lifts Point 394.0 394.0 4.0 False None None False None False 1576.0 0 3625694 131779 None 2.1.3 Long point above 6Mtr upto 10Mtr from tapping point to out let via switch ---- with all lead and lifts Point 570.0 570.0 4.0 False None None False None False 2280.0 0 3625695 131779 None 2.3.2 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 IS-694:2010.1.5MSQM ---- with all lead and lifts Mtr 26.0 26.0 125.0 False None None False None False 3250.0 0 3625696 131779 None 2.3.3 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 IS-694:2010.2.5MSQM ---- with all lead and lifts Mtr 42.0 42.0 15.0 False None None False None False 630.0 0 3625697 131779 None 2.3.4 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 IS-694:2010.4MSQM ---- with all lead and lifts Mtr 63.0 63.0 75.0 False None None False None False 4725.0 0 3625698 131779 None 3.4.1 Supplying 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.1.2 WAY ---- with all lead and lifts Each 138.0 138.0 3.0 False None None False None False 414.0 0 3625699 131779 None 3.4.5 Supplying 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 ---- with all lead and lifts Mtr 261.0 261.0 1.0 False None None False None False 261.0 0 3625700 131779 None 3.4.6 Supplying 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 ---- with all lead and lifts Each 319.0 319.0 5.0 False None None False None False 1595.0 0 3625701 131779 None 3.5.1 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. 1 TO 2 MODULE ---- with all lead and lifts Each 137.0 137.0 3.0 False None None False None False 411.0 0 3625702 131779 None 3.5.5 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 MOUDULE ---- with all lead and lifts Each 284.0 284.0 1.0 False None None False None False 284.0 0 3625703 131779 None 3.5.6 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. 10-12 MOUDULE ---- with all lead and lifts Each 344.0 344.0 2.0 False None None False None False 688.0 0 3625704 131779 None 3.6.1 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 6A one way switch ---- with all lead and lifts Each 102.0 102.0 16.0 False None None False None False 1632.0 0 3625705 131779 None 3.6.4 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. stepped fan regulator two moudule ---- with all lead and lifts Each 357.0 357.0 2.0 False None None False None False 714.0 0 3625706 131779 None 3.6.7 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.16A one way switch ---- with all lead and lifts Each 180.0 180.0 6.0 False None None False None False 1080.0 0 3625707 131779 None 3.6.9 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.32A DP switch ---- with all lead and lifts Each 326.0 326.0 2.0 False None None False None False 652.0 0 3625708 131779 None 3.6.10 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 6/16A universal socket ---- with all lead and lifts Each 236.0 236.0 4.0 False None None False None False 944.0 0 3625709 131779 None 3.6.3 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 6 threeway socket ---- with all lead and lifts Each 171.0 171.0 4.0 False None None False None False 684.0 0 3625710 131779 None 11.3.2 Supplying 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 ---- with all lead and lifts Each 690.0 690.0 8.0 False None None False None False 5520.0 0 3625711 131779 None 5.7.2 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 32AMPS ---- with all lead and lifts Each 241.0 241.0 1.0 False None None False None False 241.0 0 3625712 131779 None 5.18.1 Supplying & 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 SP ---- with all lead and lifts Each 415.0 415.0 1.0 False None None False None False 415.0 0 3625713 131779 None 5.18.4 Supplying & 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 DP ---- with all lead and lifts Each 739.0 739.0 1.0 False None None False None False 739.0 0 3625714 131779 None 5.19.6 Supplying 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 ---- with all lead and lifts Each 1524.0 1524.0 1.0 False None None False None False 1524.0 0 3625715 131779 None 12.56 Supplying, 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 dia. ---- with all lead and lifts No 3510.0 3510.0 1.0 False None None False None False 3510.0 0 3625716 131779 None 6.3.2 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(1400mm) Regular ---- with all lead and lifts Each 3031.0 3031.0 2.0 False None None False None False 6062.0 0 3625717 131779 None 5.6.1 Supply 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*6*1.5 ---- with all lead and lifts Each 87.0 87.0 1.0 False None None False None False 87.0 0 3625718 131779 None 5.6.4 Supply 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*12*2 ---- with all lead and lifts Each 181.0 181.0 1.0 False None None False None False 181.0 0 3625719 131779 None 13.7.1 Fixing 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 ---- with all lead and lifts Each 122.0 122.0 5.0 False None None False None False 610.0 0 3625720 131779 None 13.1 Fixing 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. ---- with all lead and lifts Each 171.0 171.0 2.0 False None None False None False 342.0 0 3625721 131779 None 1.9.1 Supplying 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. 20mm ---- with all lead and lifts Mtr 19.0 19.0 2.0 False None None False None False 38.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1721974338000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1721974338000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1721974338000 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 1721974338000 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 1721974338000 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 1721974338000 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 1721974338000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1721974338000 0 None None ELIGIBILITY List of existing commitments and ongoing work None 1721974338000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1721974338000 0 None None ELIGIBILITY Banker Details None 1721974338000 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 1721974338000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of KPPP portal due to internet connectivity issues and technical glitches at bidders end None 1721974338000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1721974338000 0 None None ELIGIBILITY As per karnataka state government order LD/300/LET/2006 Bangalore dated 01-01-2007 and Govt letter No.PW/134/BMS /2007/dated 27-07-2007, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund. None 1721974338000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders None 1721974338000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1721974338000 0 None None ELIGIBILITY All the documents to be uploaded shall be neatly scanned and the documents scanned shall be in original. None 1721974338000 0 None None ELIGIBILITY 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 this contract, if awarded None 1721974338000 0 None None ELIGIBILITY Any discrepancies observed in the documents uploaded by the tenderer the tender shall liable to rejected. None 1721974338000 0 None None ELIGIBILITY All 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 1721974338000 0 None None ELIGIBILITY Earnest Money Deposit will have to be in any one of the forms as per the instructions in the financial bid document and shall have to be valid for 45 days beyond the validity of the tender. None 1721974338000 0 None None ELIGIBILITY Tenderers are requested to read the Bid Documents before submission of their bid. None 1721974338000 0 None None ELIGIBILITY Department will not supply any materials. None 1721974338000 0 None None ELIGIBILITY The cost of the Tender form shall not be refundable. None 1721974338000 0 None None ELIGIBILITY The employer is not responsible for any delay in accessing KPPP Portal. None 1721974338000 0 None None ELIGIBILITY The Employer reserves the rights reject one or all tender without assigning any reasons. None 1721974338000 0 None None ELIGIBILITY Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, PWD Division Chikodi 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 1721974338000 0 None None ELIGIBILITY The Tenderer are should be present during opening of the tender and also submit the uploaded documents duly attested by the Gazetted Officer not below the Rank of Executive Engineer None 1721974338000 0 None None ELIGIBILITY Contractors should Registered in KPWD and copy should be uploaded in KPPP Attested by the Gazzeted officers not below the rank of Executive Engineer. None 1721974338000 0 None None ELIGIBILITY GST shall be paid to the tendered amount seperately. None 1721974338000 0 None None ELIGIBILITY The Increase in G.S.T shall not be paid in the extended period of Contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time. None 1721974338000 0 None None ELIGIBILITY Work Completion/Execution Period : 3 months Including Mansoon. None 1721974338000 0 None None ELIGIBILITY The Project Completion period is 3 months and the Tenderer should maintain work during the defect liability period, which is (1) One year after successful completion of the work. None 1721974338000 0 None None ELIGIBILITY Difference amount should submit at the time of Agreement. None 1721974338000 0 None None ELIGIBILITY Financial 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 Criteria mentioned in the next section None 1721974338000 0 None None ELIGIBILITY If no bid received auto extension will be done by KPPP Portal itself for 2 days None 1721974338000 0 None None ELIGIBILITY The cost of steel reinforcement & formwork shall be paid separately for concrete items only None 1721974338000 0 None None ELIGIBILITY Unique Document Identification Number (UDIN) form practicing Chartered Account is preferred None 1721974338000 0 None None ELIGIBILITY The Tenderer shall achieved in at least two financial years an average annual financial turnover from financial year 2019-20 to 2023-24 of Rs.14.52 Lakhs (not less than the estimated cost under this contract) None 1721974338000 0 None None ELIGIBILITY The Tenderer shall obtain similar the workdone certificate from financial year 2019-20 to 2023-24 (50% of the Amount Put to Tender i.e., Rs.7.26 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 Bid. None 1721974338000 0 None None ELIGIBILITY The EMD of Rs.36,500.00/- shall be paid in full through e-payment in favour of Executive Engineer, PWD, Chikodi Dn, Chikodi None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Contractors KPWD Civil Registration Certificate True Technical Bid Annual Turn Over Certificate from 2019-20 to 2023-24 True Technical Bid Similar Financial Work Done Certificate 50percentage of APT True Technical Bid Ongoing work details True Technical Bid GST Registratation True Technical Bid Any other related documents True Technical Bid UDIN form practicing Chartered Account is preferred True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None