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noticeInvitingTenderDTO	createdTs 1706597936415 version 7 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 640.00 emd 51000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 06-02-2024 16:30:00 tenderQueryClose 05-02-2024 16:30:00 technicalBidOpen None publishedDate 30-01-2024 13:16:22 publishedByPost PWD_EE_DIV_KWR publishedByUser KPE13660 - DURGADAS K bidValidityPeriod 90 noOfCalls 3 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson DURGADAS K 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 08283221305 mobileNumber 9448108399 tenderSupplierList None
tenderSchedule	createdTs 1706597936417 version 21 createdDate None modifiedDate None tenderNumber PWD/2023-24/BD/WORK_INDENT6348/CALL-3 title CONSTRUCTION OF SABHA BHAVANA NEAR RAMA KRISHNA ASHRAMA AT KARWAR IN KARWAR TALUKA UTTARA KANNADA DISTRICT. description CONSTRUCTION OF SABHA BHAVANA NEAR RAMA KRISHNA ASHRAMA AT KARWAR IN KARWAR TALUKA UTTARA KANNADA DISTRICT. category WORKS categoryText Works ecv 2534660.98 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1684 locationName PWD Division Office Karwara provisionalAmount 3000000.0 groupOverheadTotal None fileNumber KPWD/KARWAR/ASHARMSABHABHAVANA
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1706597936000 1 None None Buildings CONSTRUCTION OF SABHA BHAVANA NEAR RAMA KRISHNA ASHRAMA AT KARWAR IN KARWAR TALUKA UTTARA KANNADA DISTRICT. (Sub Estimate-I, Civil Works) 2430441.4 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2336443 69036 None Vol.3, Pg.7, I.No. 2.5 (i) A Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal (i) By Mechanical Means, (A) In area of light jungle ---- With all lead ha 177009.28 177009.28 0.03 False None None False None False 5310.2784 0 2336444 69036 None Vol.1, Pg.1, 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 ordinary/soft rock without blasting upto 1.5 m depth ---- With all lead Cum 81.76 81.76 70.4425 False None None False None False 5759.3788 0 2336445 69036 None Vol.1, Pg. 15 , 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. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ---- With all lead Cum 6220.48 6220.48 4.57 False None None False None False 28427.5936 0 2336446 69036 None Vol.1, Pg. 15, 2.2.2.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The ganite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- With all lead Cum 6696.48 6696.48 17.398 False None None False None False 116505.35904 0 2336447 69036 None Vol.1, Pg. 115 , Sl.No. 1. a. Formwork, Centering & Scaffolding for Individual footings at 8% ---- With all lead Cum 535.72 535.72 17.398 False None None False None False 9320.45656 0 2336448 69036 None Vol.1, Pg. 16, 2.3.2 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- With all lead Cum 7042.56 7042.56 17.29 False None None False None False 121765.8624 0 2336449 69036 None Vol.1, Pg. 115, Sl.No. 1. a. Formwork, Centering & Scaffolding for Plinth beam at 50% ---- With all lead Cum 3521.28 3521.28 17.28 False None None False None False 60847.7184 0 2336450 69036 None Vol.1, Pg. 17, 2.4.2 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 ---- With all lead Cum 7006.72 7006.72 2.2724 False None None False None False 15922.070528 0 2336451 69036 None Vol.1, Pg. 115, Sl.No. 1. a. Formwork, Centering & Scaffolding for R.C.C Column at 70% ---- With all lead Cum 4904.7 4904.7 2.27 False None None False None False 11133.669 0 2336452 69036 None Vol.1, Pg. 17, 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) ---- With all lead Cum 7271.04 7271.04 32.01 False None None False None False 232745.9904 0 2336453 69036 None Vol.1, Pg. 115, Sl.No. 1. a. Formwork, Centering & Scaffolding for R.C.C Staircase at 45% ---- With all lead Cum 3271.97 3271.97 2.2 False None None False None False 7198.334 0 2336454 69036 None Vol.1, Pg. 116, Sl.No. 1. a. Formwork, Centering & Scaffolding for R.C.C Lintel 60% ---- With all lead Cum 4362.62 4362.62 1.68 False None None False None False 7329.2016 0 2336455 69036 None Vol.1, Pg. 117, Sl.No. 1. a. Formwork, Centering & Scaffolding for R.C.C Beam at 60% ---- With all lead Cum 4362.62 4362.62 7.14 False None None False None False 31149.1068 0 2336456 69036 None Vol.1, Pg. 116, Sl. No. 20. Formwork, Centering & Scaffolding for Chejja at 45% ---- With all lead Cum 3271.97 3271.97 0.5 False None None False None False 1635.985 0 2336457 69036 None Vol.1, Pg. 118, Sl.No. 1. a. Formwork, Centering & Scaffolding for R.C.C Slab at 50% ---- With all lead Cum 3635.52 3635.52 21.12 False None None False None False 76782.1824 0 2336458 69036 None Vol.1, Pg. 7, 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. ---- With all lead Cum 228.48 228.48 21.13 False None None False None False 4827.7824 0 2336459 69036 None Vol.1, Pg. 7, 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required of complete the work. ---- With all lead Cum 450.24 450.24 10.58 False None None False None False 4763.5392 0 2336460 69036 None Vol.2, Pg. 17, 6.32 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ---- With all lead Sqm 1339.52 1339.52 188.21 False None None False None False 252111.0592 0 2336461 69036 None Vol.2, Pg. 17, 6.33 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ---- With all lead Sqm 1188.32 1188.32 9.56 False None None False None False 11360.3392 0 2336462 69036 None Vol.1, Pg. 15, 2.1.4 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. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates ---- With all lead Cum 6415.36 6415.36 8.16 False None None False None False 52349.3376 0 2336463 69036 None Vol.1, Pg. A-41, I.No.11.33 Providing Thermo-Mechanically Treated bars of grade Fe-550 or more 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) ---- With all lead Kg 96.32 96.32 5127.243 False None None False None False 493856.04576 0 2336464 69036 None Vol.2, Pg. 100, 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. ---- With all lead Cum 84385.28 84385.28 0.26 False None None False None False 21940.1728 0 2336465 69036 None Vol.2, Pg. 106, 12.15 Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) ---- With all lead Sqm 5102.72 5102.72 11.34 False None None False None False 57864.8448 0 2336466 69036 None Vol.2, Pg. 109, 12.83.2 Providing and fixing factory made uPVC door frame made of uPVCextruded sections having an overall dimension as below (tolerance1mm), with wall thickness 2.0 mm ( 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm ( 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer s specification and direction of Engineer- in-charge 42x50 mm PVC Extruded section. ---- With all lead m 256.48 256.48 11.0 False None None False None False 2821.28 0 2336467 69036 None Vol.2, Pg. 112, 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. ---- With all lead Sqm 7946.4 7946.4 3.15 False None None False None False 25031.16 0 2336468 69036 None Vol.2, Pg. 110, 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. ---- With all lead Sqm 4607.68 4607.68 10.8 False None None False None False 49762.944 0 2336469 69036 None Vol.2, Pg. 110, 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- With all lead Sqm 5454.4 5454.4 0.36 False None None False None False 1963.584 0 2336470 69036 None Vol.2, Pg. 85, 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. ---- With all lead Kgs 160.16 160.16 773.64 False None None False None False 123906.1824 0 2336471 69036 None Vol.2, Pg. 41, 8.1.1 Providing 12 mm cement plaster with cement mortar for Cieling 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. ---- With all lead Sqm 238.56 238.56 266.98 False None None False None False 63690.7488 0 2336472 69036 None Vol.2, Pg. 42, 8.8 Providing 18 mm cement plaster (External Walls) 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. ---- With all lead Sqm 343.84 343.84 174.02 False None None False None False 59835.0368 0 2336473 69036 None Vol.2, Pg. 60, 9.12.2 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm ---- With all lead Sqm 1217.44 1217.44 107.51 False None None False None False 130886.9744 0 2336474 69036 None Vol.2, Pg. 60, 9.11 Providing and laying Ceramic glazed floor tiles of Size 300x300 mm (TOILET) (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. ---- With all lead Sqm 853.44 853.44 3.92 False None None False None False 3345.4848 0 2336475 69036 None Vol.2, Pg. 62, 9.38 Providing skirting, dadooing, (for Toilet Walls) rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. ---- With all lead Sqm 1090.88 1090.88 28.87 False None None False None False 31493.7056 0 2336476 69036 None Vol.2, Pg. 48, 8.39 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade for Cieling :Two coats on new work 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. ---- With all lead Sqm 106.4 106.4 102.876 False None None False None False 10946.0064 0 2336477 69036 None Vol.2, Pg. 45, 8.25 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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. ---- With all lead Sqm 117.6 117.6 5.64 False None None False None False 663.264 0 2336478 69036 None Vol.2, Pg. 51, 8.63 Wall painting (For New Wood Work) with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge. ---- With all lead Sqm 69.44 69.44 11.34 False None None False None False 787.4496 0 2336479 69036 None Vol.2, Pg. 107, 12.59 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. ---- With all lead No 985.6 985.6 2.0 False None None False None False 1971.2 0 2336480 69036 None Vol.2, Pg. 107, 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. ---- With all lead No 931.84 931.84 6.0 False None None False None False 5591.04 0 2336481 69036 None Vol.2, Pg. 107, 12.62 Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete ---- With all lead No 196.0 196.0 6.0 False None None False None False 1176.0 0 2336482 69036 None Vol.2, Pg. 108, 12.69.1 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc. 150mm ---- With all lead No 238.56 238.56 9.0 False None None False None False 2147.04 0 2336483 69036 None Vol.2, Pg. A-21, 285 Hold fasts MS ---- With all lead No 35.84 35.84 12.0 False None None False None False 430.08 0 2336484 69036 None Vol.2, Pg. 107, 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 ---- With all lead No 124.32 124.32 12.0 False None None False None False 1491.84 0 2336485 69036 None Vol.2, Pg. 82, 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. ---- With all lead Kgs 124.32 124.32 180.0 False None None False None False 22377.6 0 2336486 69036 None Vol.2, Pg. 46, 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. ---- With all lead Sqm 118.72 118.72 36.84 False None None False None False 4373.6448 0 2336487 69036 None Vol.2, Pg. 75, 11.1 Providing and fixing Structural Steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- With all lead Kg 101.92 101.92 1200.0 False None None False None False 122304.0 0 2336488 69036 None Vol.2, Pg. 21, 7.1.1 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. 0.63 mm thick with zinc coating not less than 275 g/ m² ---- With all lead Sqm 890.4 890.4 124.0 False None None False None False 110409.6 0 2336489 69036 None Vol.2, Pg. 21, 7.4.1 Providing & fixing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete as per design drawings. 0.63 mm thick with zinc coating not less than 275 g/m² ---- With all lead m 611.52 611.52 15.5 False None None False None False 9478.56 0 2336490 69036 None Vol.2, Pg. 45, 8.28 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- With all lead Sqm 73.92 73.92 171.14 False None None False None False 12650.6688 0 1706597936000 0 None None Buildings CONSTRUCTION OF SABHA BHAVANA NEAR RAMA KRISHNA ASHRAMA AT KARWAR IN KARWAR TALUKA UTTARA KANNADA DISTRICT. (Sub Estimate-III, Water Supply Works) 60002.88 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2336491 69037 None Vol 2, Pg.117, 13.14 Providing and fixing C.P. brass long body bib cock of approved qualityconforming to IS standards and weighing not less than 690 g. ---- With all lead Nos 754.88 754.88 4.0 False None None False None False 3019.52 0 2336492 69037 None Vol.2, Pg, 115, 13.4.2 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore ---- With all lead Nos 646.24 646.24 4.0 False None None False None False 2584.96 0 2336493 69037 None Vol.2, 1st Cordm, 1st Addenda, 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS 12701 marked, with cover and suitable locking arrangements and making necessary holes for inlet, outlet and overflow pipes, but without fittings and the base support for tank. ---- With all lead Ltr 8.96 8.96 1000.0 False None None False None False 8960.0 0 2336494 69037 None Vol 1, PG NO.127, 14.25 Providing and fixing white vitreous china wash basin including making all connections but including the cost of fittings : Flat back wash basin of size 630x450 mm ---- With all lead Nos 1197.28 1197.28 2.0 False None None False None False 2394.56 0 2336495 69037 None Vol.1, PG NO.128, 14.28.1.1 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32 MM DIA ---- With all lead Nos 229.6 229.6 2.0 False None None False None False 459.2 0 2336496 69037 None Vol1,PG NO.128, 14.32.2 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm ---- With all lead Each 973.28 973.28 2.0 False None None False None False 1946.56 0 2336497 69037 None Vol1, PG NO.123, 14.2.1 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : ---- With all lead Each 4509.12 4509.12 2.0 False None None False None False 9018.24 0 2336498 69037 None Vol1, PG NO.127, 14.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. ---- With all lead Each 276.64 276.64 2.0 False None None False None False 553.28 0 2336499 69037 None Vol 1, PG NO.130, 14.40.2 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g. ---- With all lead Each 425.6 425.6 2.0 False None None False None False 851.2 0 2336500 69037 None Vol 2, I.No. 13.32.3, Pg No. 115 Providing & fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and cost of cutting chases and making good the same including testing of joints complete.(concealed work including cutting chases and good the walls etc.) - 25mm nominal OD pipes ---- With all lead Mtr 533.12 533.12 30.0 False None None False None False 15993.6 0 2336501 69037 None Vol.5, I.No. 2.3, Pg No. 134 Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for:For pipes SN4, 125mm dia. ---- With all lead Mtr 411.04 411.04 30.0 False None None False None False 12331.2 0 2336502 69037 None Vol1,PG NO.128, 14.18.2 Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever conforming to IS : 7231, with all fittings and fixtures complete. ---- With all lead Each 945.28 945.28 2.0 False None None False None False 1890.56 0 1706597937000 0 None None Buildings CONSTRUCTION OF SABHA BHAVANA NEAR RAMA KRISHNA ASHRAMA AT KARWAR IN KARWAR TALUKA UTTARA KANNADA DISTRICT. (Sub Estimate-III, Electrification Works) 44216.7 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2336503 69038 None 1.8.1 Supplying and fixing of PVC casing and capping on the wall or ceiling using necessary materials like bends, screws at an interval of 300mm …. etc. as required. 20MM CASING ---- With all lead Mtr 27.0 27.0 50.0 False None None False None False 1350.0 0 2336504 69038 None 1.8.2 Supplying and fixing of PVC casing and capping on the wall or ceiling using necessary materials like bends, screws at an interval of 300mm …. etc. as required.25MM CASING ---- With all lead Mtr 28.0 28.0 50.0 False None None False None False 1400.0 0 2336505 69038 None 1.2.2 Concealed Conduit System Supplying heavy gauge PVC conduit pipe ……mm dia .......mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary...25mm dia 2mm thick ---- With all lead Mtr 70.0 70.0 50.0 False None None False None False 3500.0 0 2336506 69038 None 1.3.2 Supplying heavy gauge PVC Conduit Pipe ….dia .......mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary...25mm dia 2mm thick ---- With all lead Mtr 80.0 80.0 50.0 False None None False None False 4000.0 0 2336507 69038 None 1.4.4 Supplying and fixing sheet metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc… 180x90x65mm ---- With all lead Each 131.0 131.0 1.0 False None None False None False 131.0 0 2336508 69038 None 1.5.1 Supplying and fixing PVC/metal conduit Deep junction box..19/20mm deep junction box ---- With all lead Each 49.0 49.0 5.0 False None None False None False 245.0 0 2336509 69038 None 1.5.2 Supplying and fixing PVC/metal conduit Deep junction box.. 25mm deep junction box ---- With all lead Each 51.0 51.0 20.0 False None None False None False 1020.0 0 2336510 69038 None 1.9.1 Supplying PVC/GI 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 300mm using NF screws and on either end of the pipe terminated completely..20mm ---- With all lead Mtr 25.0 25.0 15.0 False None None False None False 375.0 0 2336511 69038 None 1.9.2 Supplying PVC/GI 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 300mm using NF screws and on either end of the pipe terminated completely. 25mm ---- With all lead Mtr 31.0 31.0 15.0 False None None False None False 465.0 0 2336512 69038 None 1.11 Supplying And Fixing M.S. Rafter Clamp Set made out of M.S. Flat & 14mm M.S. rod. ---- With all lead No 159.0 159.0 15.0 False None None False None False 2385.0 0 2336513 69038 None 2.2.1 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2X1.5Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block complete for each outlet. GROUP A..Short point upto 3Mtr from tapping point to out let via switch box ---- With all lead Point 251.0 251.0 10.0 False None None False None False 2510.0 0 2336514 69038 None 2.2.2 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2X1.5Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block complete for each outlet. GROUP Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box ---- With all lead Point 361.0 361.0 10.0 False None None False None False 3610.0 0 2336515 69038 None 2.3.3 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP of GROUP -A.. 2.5 sqmm ---- With all lead Mtr 40.0 40.0 20.0 False None None False None False 800.0 0 2336516 69038 None 2.3.4 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP of GROUP -A 4 sqmm ---- With all lead Mtr 45.0 45.0 20.0 False None None False None False 900.0 0 2336517 69038 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..1-3Way ---- With all lead Each 123.0 123.0 5.0 False None None False None False 615.0 0 2336518 69038 None 3.4.2 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. 4-5Way ---- With all lead Each 138.0 138.0 2.0 False None None False None False 276.0 0 2336519 69038 None 3.4.3 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. 6Way ---- With all lead Each 212.0 212.0 5.0 False None None False None False 1060.0 0 2336520 69038 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 3 Module ---- With all lead Each 152.0 152.0 5.0 False None None False None False 760.0 0 2336521 69038 None 3.5.3 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..6 Module ---- With all lead Each 244.0 244.0 5.0 False None None False None False 1220.0 0 2336522 69038 None 6.3.1 Supplying and running of GI strips for grounding connections, using necessary fixing materials as required. GI strip..25x3mm ---- With all lead Mtr 75.0 75.0 1.0 False None None False None False 75.0 0 2336523 69038 None 6.4.4 Supplying of 1.1 KV LT UG cable having aluminum conductor PVC insulated, extruded inner sheathed, galvanized, steel strip (except 2CX10Sq.mm wire armoured) confirming to IS-3975:1990 (No. of Strip indicated in GTP) & extruded PVC outer sheathed armoured cable with specified IS-1554 Part-1:1988 & confirming to GTP of GROUP-A...4 core 16 sqmm ---- With all lead Mtr 150.0 150.0 2.0 False None None False None False 300.0 0 2336524 69038 None 14.11 Fixing one exhaust fan after making a suitable nitch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 amps, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame. ---- With all lead Each 650.0 650.0 2.0 False None None False None False 1300.0 0 2336525 69038 None 6.3.1 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system. 48" Sweep (1200mm)..Regular model ---- With all lead Each 2085.0 2085.0 6.0 False None None False None False 12510.0 0 2336526 69038 None 7.1 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm 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 ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 122 mm dia ---- With all lead No 2999.7 2999.7 1.0 False None None False None False 2999.7 0 2336527 69038 None 2.3 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP of GROUP -A.1.5 sqmm ---- With all lead Mtr 20.5 20.5 20.0 False None None False None False 410.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1706597936000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1706597936000 0 None None ELIGIBILITY Period of completion 4 month including monsoon None 1706597936000 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 1706597936000 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 None 1706597936000 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 1706597936000 0 None None ELIGIBILITY Conditional tenders will not be accepted None 1706597936000 0 None None ELIGIBILITY The defect liability period for this work is one year /as per norms None 1706597936000 0 None None ELIGIBILITY The employer reserves the rights to Reject one or all Tenders without assigning any reasons None 1706597936000 0 None None ELIGIBILITY Bidder has to Produce Original documents/Certificates (which are uploaded )on or before the time of opening the Bid For physical verification , If not his/her bid is liable for Rejection with out any prior notice. None 1706597936000 0 None None ELIGIBILITY All the 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 to the work None 1706597936000 0 None None ELIGIBILITY Financial Year will be reckoned as the period between first day of April and Thirty first day of March of succeeding year (both days inclusive) None 1706597936000 0 None None ELIGIBILITY Units, Rates & Prices shall be quoted by the tender in Indian Rupees only None 1706597936000 0 None None ELIGIBILITY The tenderer shall note that the scanned Documents can also be uploaded in the tasks created under Document/Evidence Required from the Bidder None 1706597936000 0 None None ELIGIBILITY If the rates coated by the tenderer is less than the amount put to tender than the difference amount (Addtional Security Deposit form unbalanced tenders ) should be paid in favour of Executive Engineer, Pwd, division karwar None 1706597936000 0 None None ELIGIBILITY The intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the Standard Tender documents KW-2 K.P.W.D. and further orders thereon. None 1706597936000 0 None None ELIGIBILITY Financial turnover of previous years shall be given a weightage of 10% per year to bring them to the price level in the Technical Qualification Criteria mentioned in the section. None 1706597936000 0 None None ELIGIBILITY To qualify for award of this contract, each tenderer should give all details and documents as per Technical and Financial bid criteria attached to this tender None 1706597936000 0 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs. None 1706597936000 0 None None ELIGIBILITY The Item rates quoted shall include cost of Royalty charges on construction materials and other taxes as per rates provided in prevailing Govt orders at the time of execution and including cost and conveyance of all materials curing, loading and unloading with all lead and lifts, labour, hire charges of machineries and equipment etc., complete and all other incidental charges. All the items shall be executed as directed by the Engineer-in-charge of the work. None 1706597936000 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 eppp karnataka on or before the last date and time of bid submission. None 1706597936000 0 None None ELIGIBILITY All the formats prescribed in the bid document shall be filled by the bidder in complete manner otherwise it will be rejected. None 1706597936000 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 1706597936000 0 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs None 1706597936000 0 None None ELIGIBILITY All necessary arrangements shall be made and precaution taken to prevent completely or partially, damage to the structure or labours / employees during construction period. (As per recent Labour Act) Contractor shall be fully responsible for any damage to the structure during the construction and maintenance period.Any damage caused due to any reasons shall be rectified / replaced at his own cost as per the direction of Engineer in charge. Nothing shall be payable by the Department on account of inclusive of all such arrangements/ precautions work needed None 1706597936000 0 None None ELIGIBILITY The field Lab shall preferably located, adjacent to the site with the required amenity, Failing which 1% of the amount of work done will be penalized None 1706597936000 0 None None ELIGIBILITY All the 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 to the work None 1706597936000 0 None None ELIGIBILITY Item for which no rates or price has been entered in will not be paid for by the Employer when executed & shall by the other rates & prices in the bill of quantities None 1706597936000 0 None None ELIGIBILITY The awarded Contractor has to Submit his bills through e-MB for payment.( Billing is through e-Mb ie: Contractor has to produce Soft copy and hard Copy of RA or Final bill for payments),as per the G.O. No. FD 56 Pro.Cell 2004,Bangalore,18Th January 2005 (For more than 25.00 lakhs) None 1706597936000 0 None None ELIGIBILITY Each tenderer shall furnish work Execution programme Bar chart for a working period upto 3 months at the time of agreement. None 1706597936000 0 None None ELIGIBILITY Tenders must be accompanied by EMD Rs. 51000.00 which can be paid in full amount , by e-payment None 1706597936000 0 None None ELIGIBILITY Annual Turnover in the last five years achieved in at least two financial years an average annual financial turnover not less than Rs.25.34 lakhs (2018-19 to 2022-23) None 1706597936000 0 None None ELIGIBILITY Similar nature of work at least one same nature work (Construction of BUILDING) work in the last five years not less than Rs. 12.67 lakhs (2018-19 to 2022-23) None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText PWD Registration ,Phone No. & Address on Letter head True Technical Bid PAN & TIN No True Technical Bid G.S.T Registration True Technical Bid Annual Turnover Rs. 25.34 lakhs 2018-19 to 2022-23 True Technical Bid Similar nature of work Building not less than Rs.12.67 lakhs True Technical Bid Tender capacity not less than Rs. 25.34 lakhs True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None