createdTs	None
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noticeInvitingTenderDTO	createdTs 1727437769388 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 680.00 emd 54100.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 07-10-2024 11:00:00 tenderQueryClose 05-10-2024 12:30:00 technicalBidOpen 08-10-2024 11:30:00 publishedDate 28-09-2024 15:28:54 publishedByPost PWD_EE_DIV_DWD publishedByUser KPE10473 - PRASHANTH P R bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson EE.PWD DHARWAD 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 08362747944 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1727437769424 version 8 createdDate None modifiedDate None tenderNumber PWD/2024-25/BD/WORK_INDENT15844 title Estimate for the Construction of Class Rooms (Two Rooms) for Government Higher Primary School Building at Tadasinakoppa in Dharwad Shahara of Dharwad District description Estimate for the Construction of Class Rooms (Two Rooms) for Government Higher Primary School Building at Tadasinakoppa in Dharwad Shahara of Dharwad District category WORKS categoryText Works ecv 2701775.30 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1680 locationName PWD Division Office Dharwada provisionalAmount 3200000.0 groupOverheadTotal 0.0 fileNumber KPWD/DWD/CSR/BD/2022-23
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1727437769000 0 None None Buildings Estimate for the Construction of Class Rooms (Two Rooms) for Government Higher Primary School Building at Tadasinakoppa in Dharwad Shahara of Dharwad District-ground floor 1534632.29 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4096555 159556 None Vol 1 Page no 8 Item 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 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 appurtenances required to complete the work in all kinds of soils up to 300 mm depth Cum 99.75 99.75 15.0 False None None False None False 1496.25 0 4096556 159556 None Vol 1 Page no 8 Item 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 3m Cum 107.1 107.1 75.42 False None None False None False 8077.482 0 4096557 159556 None Vol 2 Page no 5 Item 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. Sqm 123.9 123.9 58.24 False None None False None False 7215.936 0 4096558 159556 None Vol 1 Page no 11 Item no 1.23 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size, with approved sand including handpacking, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. Cum 2816.1 2816.1 6.7 False None None False None False 18867.87 0 4096559 159556 None Vol 1 Page no 15 Item no 2.1.3 Providing and laying in position cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of 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 Cum 6288.45 6288.45 9.2 False None None False None False 57853.74 0 4096560 159556 None Vol 1 Page no 15 Item no 2.2.3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6652.8 6652.8 11.85 False None None False None False 78835.68 0 4096561 159556 None Vol 1 Page no 111 ADDENDUM 1 Additional for formwork, Centering & Scaffolding for Sl No 1 a: Foundation upto plinth Isolated As per Addendum-I in Volume-1 of page No.-111 (@8% of Finished Rate) Cum 532.22 532.22 11.84 False None None False None False 6301.4848 0 4096562 159556 None Vol 1 Page no 16 Item no 2.3.2 Providing and laying in 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 Cum 6804.0 6804.0 1.13 False None None False None False 7688.52 0 4096563 159556 None Vol 1 Page no 111 ADDENDUM 1 Additional for formwork, Centering & Scaffolding for Sl No 8: Columns/shaft As per Addendum-I in Volume-1 of page No.-111 (@70% of Finished Rate) Cum 4762.8 4762.8 1.13 False None None False None False 5381.964 0 4096564 159556 None Vol 1 Page no 7 Item 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. Cum 279.3 279.3 61.56 False None None False None False 17193.708 0 4096565 159556 None Vol 1 Page no 7 Item no 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 to complete the work. If the height of embankment construction is more than 1.50 m add 5% per CUBICMETER for every 1.50 m height or part there off Cum 497.7 497.7 30.42 False None None False None False 15140.034 0 4096566 159556 None Vol 1 Page no 16 Item 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 Cum 6724.2 6724.2 2.93 False None None False None False 19701.906 0 4096567 159556 None Vol 1 Page no 9 Item no 5.4 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6708.45 6708.45 13.44 False None None False None False 90161.568 0 4096568 159556 None Vol 1 Page no 16 Item no 2.5.1 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 25.37 False None None False None False 176613.255 0 4096569 159556 None Vol 1 Page no 111 Addendum-I Additional for formwork, Centering & Scaffolding for Sl No 8 : Columns/shaft As per Addendum-I in Volume-1 of page No.-111 (@70% of Finished Rate) Cum 4873.05 4873.05 4.39 False None None False None False 21392.6895 0 4096570 159556 None Vol 1 Page no 111 Addendum-I Additional for formwork, Centering & Scaffolding for Sl No 12 : Plinth beam As per Addendum-I in Volume-1 of page No.-111 (@50% of Finished Rate) Cum 3480.75 3480.75 3.76 False None None False None False 13087.62 0 4096571 159556 None Vol 1 Page no 111 Addendum-I Additional for formwork, Centering & Scaffolding for Sl No 12 : RCC beam & lintels As per Addendum-I in Volume-1 of page No.-111 (@60% of Finished Rate) Cum 4176.9 4176.9 6.3 False None None False None False 26314.47 0 4096572 159556 None Vol 1 Page no 111 Addendum-I Additional for formwork, Centering & Scaffolding for Sl No 20 : Chejjas, Canopy & Other Architectural projections of minor sections As per Addendum-I in Volume-1 of page No.-111 (@45% of Finished Rate) Cum 3132.68 3132.68 0.19 False None None False None False 595.2092 0 4096573 159556 None Vol 1 Page no 111 Addendum-I Additional for formwork, Centering & Scaffolding for Sl No 13 : Roof straight As per Addendum-I in Volume-1 of page No.-111 (@50% of Finished Rate) Cum 3480.75 3480.75 10.71 False None None False None False 37278.8325 0 4096574 159556 None Vol 1 Page no 18 Item 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) Tonne 93929.85 93929.85 2.65 False None None False None False 248914.1025 0 4096575 159556 None Vol 2 Page no 14 Item 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. Cum 8367.45 8367.45 20.5 False None None False None False 171532.725 0 4096576 159556 None Vol 2 Page no 14 Item no 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 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. Sqm 1084.65 1084.65 6.12 False None None False None False 6638.058 0 4096577 159556 None Vol 2 Page no 41 Item no 8.2.1 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 309.75 309.75 89.04 False None None False None False 27580.14 0 4096578 159556 None Vol 2 Page no 42 Item 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) and a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 coarse sand) finished rough with sponge 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. Sqm 389.55 389.55 148.72 False None None False None False 57933.876 0 4096579 159556 None Vol 2 Page no 64 Item no 9.34 Flooring with 25mm thick polished tandur blue stone 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. Sqm 1622.25 1622.25 53.34 False None None False None False 86530.815 0 4096580 159556 None Vol 2 Page no 86 Item no 11.34b Providing and fixing M.S. grills of required pattern in frames of win- dows 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. Kg 192.15 192.15 317.52 False None None False None False 61011.468 0 4096581 159556 None Vol 2 Page no 81 Item no 11.14.3.1 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge: Profile E Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Mtr 557.55 557.55 13.2 False None None False None False 7359.66 0 4096582 159556 None Vol 2 Page no 77 Item no 11.4 Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Sqm 5482.05 5482.05 5.76 False None None False None False 31576.608 0 4096583 159556 None Vol 2 Page no 79 Item no 11.11.1 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kg 155.4 155.4 151.2 False None None False None False 23496.48 0 4096584 159556 None Vol 2 Page no 50 Item 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. Sqm 105.0 105.0 149.68 False None None False None False 15716.4 0 4096585 159556 None Vol 2 Page no 45 Item no 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. Sqm 143.85 143.85 149.68 False None None False None False 21531.468 0 4096586 159556 None Vol 2 Page no 45 Item no 8.27 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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. Sqm 55.65 55.65 148.71 False None None False None False 8275.7115 0 4096587 159556 None Vol 2 Page no 45 Item no 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. Sqm 93.45 93.45 148.71 False None None False None False 13896.9495 0 4096588 159556 None Vol 2 Page no 47 Item no 8.34.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 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. Sqm 52.5 52.5 15.12 False None None False None False 793.8 0 4096589 159556 None Vol 2 Page no 48 Item no 8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :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. Sqm 120.75 120.75 21.73 False None None False None False 2623.8975 0 4096590 159556 None Vol 2 Page no 49 Item no 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. per letter per cm height 4.2 4.2 2000.0 False None None False None False 8400.0 0 4096591 159556 None Vol 2 Page no 49 Item no 8.43 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :Two coats on new work 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. Sqm 98.7 98.7 5.76 False None None False None False 568.512 0 4096592 159556 None Vol 2 Page no 125 Item no 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes 100mm diameter. Mtr 305.55 305.55 7.0 False None None False None False 2138.85 0 4096593 159556 None vol 2 page 59 item no 9.6.1 Providing and laying Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) Sqm 1332.45 1332.45 96.75 False None None False None False 128914.5375 0 1727437769000 0 None None Buildings Estimate for the Construction of Class Rooms (Two Rooms) for Government Higher Primary School Building at Tadasinakoppa in Dharwad Shahara of Dharwad District-First floor 1131777.01 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4096594 159557 None VOL 1 ITEM 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 Cum 6791.44 6791.44 1.31 False None None False None False 8896.7864 0 4096595 159557 None VOL 1 ITEM 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 Cum 7257.0 7257.0 20.29 False None None False None False 147244.53 0 4096596 159557 None VOL 1 ADDENDUM 1 Additional for formwork, Centering & Scaffolding for Sl No 8 : Columns & Piers As per ADDENDUM 1 in Volume-1 of page No.-111 (@70% of Finished Rate) Cum 5079.9 5079.9 3.22 False None None False None False 16357.278 0 4096597 159557 None VOL 1 ADDENDUM 1 Additional for formwork, Centering & Scaffolding for Sl No 12 : beam & lintels As per ADDENDUM 1 in Volume-1 of page No.-111 (@60% of Finished Rate) Cum 4354.2 4354.2 5.92 False None None False None False 25776.864 0 4096598 159557 None VOL 1 ADDENDUM 1 Additional for formwork, Centering & Scaffolding for Sl No 20 : Chejjas, Canopy & Other Architectural projections of minor sections As per ADDENDUM 1 in Volume-1 of page No.-111 (@45% of Finished Rate) Cum 3265.65 3265.65 0.19 False None None False None False 620.4735 0 4096599 159557 None VOL 1 ADDENDUM 1 Additional for formwork, Centering & Scaffolding for Sl No 13 : Roof straight As per ADDENDUM 1 in Volume-1 of page No.-111 (@50% of Finished Rate) Cum 3628.5 3628.5 10.94 False None None False None False 39695.79 0 4096600 159557 None VOL 1 ITEM 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) Tonne 94869.15 94869.15 2.02 False None None False None False 191635.683 0 4096601 159557 None VOL 2 ITEM 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. Cum 8451.12 8451.12 21.27 False None None False None False 179755.3224 0 4096602 159557 None VOL 2 ITEM NO 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 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. Sqm 1095.5 1095.5 13.0 False None None False None False 14241.5 0 4096603 159557 None VOL 2 ITEM NO 8.2.1 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 312.85 312.85 90.48 False None None False None False 28306.668 0 4096604 159557 None VOL 2 ITEM 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) and a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 coarse sand) finished rough with sponge 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. Sqm 393.45 393.45 117.93 False None None False None False 46399.5585 0 4096605 159557 None VOL 2 ITEM NO 9.34 Flooring with 25mm thick polished tandur blue stone 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. Sqm 1638.47 1638.47 78.23 False None None False None False 128177.5081 0 4096606 159557 None VOL 2 ITEM NO 9.6.1 Providing and laying Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) Sqm 1345.77 1345.77 18.0 False None None False None False 24223.86 0 4096607 159557 None VOL 2 ITEM NO 11.34B Providing and fixing M.S. grills of required pattern in frames of win- dows 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. Kg 194.07 194.07 503.16 False None None False None False 97648.2612 0 4096608 159557 None VOL 2 ITEM NO 11.14.3.1 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge: Profile E Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Mtr 563.13 563.13 13.2 False None None False None False 7433.316 0 4096609 159557 None VOL 2 ITEM NO 11.4 Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Sqm 5536.87 5536.87 5.76 False None None False None False 31892.3712 0 4096610 159557 None VOL 2 ITEM NO 11.11.1 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kg 156.95 156.95 100.8 False None None False None False 15820.56 0 4096611 159557 None VOL 2 ITEM 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. Sqm 106.05 106.05 149.68 False None None False None False 15873.564 0 4096612 159557 None VOL 2 ITEM NO 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. Sqm 145.29 145.29 149.68 False None None False None False 21747.0072 0 4096613 159557 None VOL 2 ITEM NO 8.27 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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. Sqm 56.21 56.21 117.93 False None None False None False 6628.8453 0 4096614 159557 None VOL 2 ITEM NO 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. Sqm 94.38 94.38 117.93 False None None False None False 11130.2334 0 4096615 159557 None VOL 2 ITEM NO 8.34.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 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. Sqm 53.03 53.03 47.92 False None None False None False 2541.1976 0 4096616 159557 None VOL 2 ITEM NO 8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :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. Sqm 121.96 121.96 61.14 False None None False None False 7456.6344 0 4096617 159557 None VOL 2 ITEM NO 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Per cm Height Per Letter 4.24 4.24 2000.0 False None None False None False 8480.0 0 4096618 159557 None VOL 2 ITEM NO 8.43 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :Two coats on new work 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. Sqm 99.69 99.69 5.76 False None None False None False 574.2144 0 4096619 159557 None VOL 2 ITEM NO 15.1 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. Sqm 866.43 866.43 58.93 False None None False None False 51058.7199 0 4096620 159557 None VOL 2 ITEM NO 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes 100mm diameter. Mtr 308.61 308.61 7.0 False None None False None False 2160.27 0 1727437769000 0 None None Buildings Estimate for the Construction of Class Rooms (Two Rooms) for Government Higher Primary School Building at Tadasinakoppa in Dharwad Shahara of Dharwad District-internal electrification 35366.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4096621 159558 None vol 6 item no 1.2.1 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. 19/20 mm dia 2 mm thick (Page No 1 Item No.1.2.1) Mtr 66.0 66.0 40.0 False None None False None False 2640.0 0 4096622 159558 None VOL 6 Item No.1.2.2 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 25 mm dia 2 mm thick Mtr 78.0 78.0 30.0 False None None False None False 2340.0 0 4096623 159558 None VOL 6 Item No.1.3.1 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 upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 19/20 mm dia 2 mm thick Mtr 68.0 68.0 30.0 False None None False None False 2040.0 0 4096624 159558 None VOL 6 Item No.2.2.1 Supplying and wiring adopting loop system in existing PVC Conduit / casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch box (Page No 5 Item No.2.2.1) Point 269.0 269.0 4.0 False None None False None False 1076.0 0 4096625 159558 None VOL 6 Item No.2.2.2 Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box (Page No 5 Item No.2.2.2) Point 379.0 379.0 4.0 False None None False None False 1516.0 0 4096626 159558 None VOL 6 Item No.2.2.3 Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box(Page No 5 Item No.2.2.3) Point 555.0 555.0 6.0 False None None False None False 3330.0 0 4096627 159558 None VOL 6 Item No.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 1.5 mm2 (Page No 5 Item No.2.3.2) Mtr 26.0 26.0 40.0 False None None False None False 1040.0 0 4096628 159558 None VOL 6 Item No.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 2.5 mm2 (Page No 5 Item No.2.3.3) Mtr 42.0 42.0 30.0 False None None False None False 1260.0 0 4096629 159558 None VOL 6 Item No.2.5.8 upplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990 3C x 2.5 mm2 (Page No 5 Item No.2.5.8) Mtr 113.0 113.0 20.0 False None None False None False 2260.0 0 4096630 159558 None VOL 6 Item No.3.3.4 Supplying and fixing surface/flush mounting un break able PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.C wall, including necessary rawl plugs, Machine/NF screws etc., complete. 6 Way (Page No 8 Item No.3.3.4) Each 173.0 173.0 2.0 False None None False None False 346.0 0 4096631 159558 None VOL 6 Item No.3.3.6 Supplying and fixing surface/flush mounting un break able PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.C wall, including necessary rawl plugs, Machine/NF screws etc., complete.10-12 Way (Page No 8 Item No.3.3.6) Each 261.0 261.0 2.0 False None None False None False 522.0 0 4096632 159558 None VOL 6 Item No.3.5.4 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 (Page No 8 Item No.3.5.4) Each 234.0 234.0 2.0 False None None False None False 468.0 0 4096633 159558 None VOL 6 Item No.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 Module (Page No 8 Item No.3.5.6) Each 344.0 344.0 2.0 False None None False None False 688.0 0 4096634 159558 None VOL 6 Item No.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.(Page No53 Item No.3.6.1) Nos 102.0 102.0 14.0 False None None False None False 1428.0 0 4096635 159558 None VOL 6 Item No.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 Module(Page No.5 Item No.3.6.4) Nos 357.0 357.0 2.0 False None None False None False 714.0 0 4096636 159558 None VOL 6 Item No.11.3.2 Supplying of .feet -PVC Batten with integrated LED tube . with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.LED light fitting 1 x 4' - 20/22 W(Page No.43 Item No.11.3.2) Each 690.0 690.0 10.0 False None None False None False 6900.0 0 4096637 159558 None VOL 6 Item No:6.3.1 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. 48" Sweep (1200 mm) Regular model (Page No30 Item No:6.3.1) Each 2984.0 2984.0 2.0 False None None False None False 5968.0 0 4096638 159558 None VOL 6 Item No.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 (Page No.17 Item No.5.18.1) Each 415.0 415.0 2.0 False None None False None False 830.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1727437770000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1727437770000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1727437770000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1727437770000 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 1727437770000 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 1727437887000 0 None None ELIGIBILITY In case bidder has quoted less rates difference amount shall be submitted in the form of FDR which shall be scanned along with documents and original FDR should be submitted to division office before opening date of financial bid. None 1727437958000 0 None None ELIGIBILITY To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20, 2020-21,2021-22 ,2022-23 and 2023-24:Tenderer Satisfactorily completed, as prime contractor, at least one similar work such as Construction of Building of value not less than Rs. 13.51 Lakhs/- None 1727437992000 1 None None ELIGIBILITY To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20, 2020-21 ,2021-22, 2022-23 & 2023-24 a) Achieved in at least two financial years an average financial turnover (in all classes of civil engineering construction works only) of Rs.27.02 Lakhs- Turn Over certificate must have UDIN Number Otherwise it will not be considered. None 1727438071000 0 None None ELIGIBILITY The Tenderer shall furnish, as part of his tender, earnest money deposit in the amount as shown in column 4 of the Table of IFT for this particular work. Tenderer should pay the full EMD amount of Rs. 54,100/- through e-payment only None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None Proposals for subcontracting components of works amounting to more than 20% of the contract price (for each, the qualifications and experience of the identified sub-contractor in the relevant fields should be attached) None None None None None None Satisfactorily completed, as prime contractor, for at least one similar Nature of work such as Construction of Building to an extent of 50% of the cost of the work i.e., Rs. 13.51 Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None PWD Registration Certificate Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None Achieved in at least Two financial years an average financial turnover (in all classes of civil engineering construction works only) of Rs. 27.02 Lakhs Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Annual Financial Turnover Certificate for the last five years i.e from 2019-20 to 2023-24, UDIN is preferred in Turnover certificate Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None List of existing commitments and ongoing works Others List of existing commitments and ongoing works createdTs version createdDate modifiedDate documentName None None None None Others -- List of existing commitments and ongoing works None None None None List of works for which tenders already submitted Others List of works for which tenders already submitted createdTs version createdDate modifiedDate documentName None None None None Others -- List of works for which tenders already submitted None None None None Banker Details for reference Others Banker Details for reference createdTs version createdDate modifiedDate documentName None None None None Others -- Banker Details for reference None None None None ADDRESS PROOF & CONTACT NUMBER Others ADDRESS PROOF & CONTACT NUMBER createdTs version createdDate modifiedDate documentName None None None None Others -- ADDRESS PROOF & CONTACT NUMBER
tenderCriterionDocumentList	documentName optional documentTypeText Five years Turnover Certificate with UDIN issued by CA True Technical Bid PWD Registration Certificate True Technical Bid Similar Nature of Work Done Certificate True Technical Bid Contact number & address proof True Technical Bid Bid Capacity True Technical Bid Contact number & address proof True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None