createdTs	None
version	None
createdDate	None
modifiedDate	None
noticeInvitingTenderDTO	createdTs 1706870161919 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 3410.00 emd 205000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 16-02-2024 16:01:00 tenderQueryClose 15-02-2024 17:30:00 technicalBidOpen 17-02-2024 16:05:00 publishedDate 08-02-2024 12:15:19 publishedByPost PWD_EE_DIV_GAD publishedByUser KPE11642 - V N PATIL bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 09-02-2024 17:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Executive Engineer splitEmdRequiredYn True emdBankGuarantee 105000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08372238782 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1706870161949 version 7 createdDate None modifiedDate None tenderNumber PWD/2023-24/BD/WORK_INDENT6188 title CONSTRUCTION OF SCHOOL BUILDING FOR KARNATAKA PUBLIC SCHOOL UNDER SAMAGRA SHIKSHA KARNATAKA AT SORTUR VILLAGE,GADAG TALUK,GADAG DISTRICT. description CONSTRUCTION OF SCHOOL BUILDING FOR KARNATAKA PUBLIC SCHOOL UNDER SAMAGRA SHIKSHA KARNATAKA AT SORTUR VILLAGE,GADAG TALUK,GADAG DISTRICT. category WORKS categoryText Works ecv 13637281.33 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1682 locationName PWD Division Office Gadaga provisionalAmount 16907000.0 groupOverheadTotal 0.0 fileNumber kpwd/8443/2023-24/1
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1706870162000 0 None None Buildings CONSTRUCTION OF SCHOOL BUILDING FOR KARNATAKA PUBLIC SCHOOL UNDER SAMAGRA SHIKSHA KARNATAKA AT SORTUR VILLAGE,GADAG TALUK,GADAG DISTRICT.Ground floor 6784659.14 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2406501 71828 None Vol.No.1 P.No. 8I.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 upto 300 mm depth ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 95.0 95.0 122.65 False None None False None False 11651.75 0 2406502 71828 None Vol.No.1P.No.8 I.No. 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 102.0 102.0 305.35 False None None False None False 31145.7 0 2406503 71828 None Vol NO.1 P.No. 8 I.No. 1.15.1 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 Depth upto 1.5 m depth ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 363.0 363.0 76.34 False None None False None False 27711.42 0 2406504 71828 None Vol No. 1P.No. 7 I.No. 1.90 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 ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 266.0 266.0 305.35 False None None False None False 81223.1 0 2406505 71828 None Vol No1 P.No. 7I.No. 1.80 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. ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 474.0 474.0 160.52 False None None False None False 76086.48 0 2406506 71828 None Vol No1 P.No. 18 I.No. 2.10.a Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M10 Grade ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 5866.0 5866.0 84.03 False None None False None False 492919.98 0 2406507 71828 None Vol No1 P.No. 18 I.No. 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Isolated Footing ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 6219.0 6219.0 78.58 False None None False None False 488689.02 0 2406508 71828 None Vol No1 P.No. 111 I.No. 1.a Formwork, Centering & Scaffloding 8% For Isolated Footing ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 497.52 497.52 78.58 False None None False None False 39095.1216 0 2406509 71828 None Vol No1 P.No. 18 I.No.2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Columns up to plinth ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 6219.0 6219.0 5.8 False None None False None False 36070.2 0 2406510 71828 None Vol No1 P.No. 111 I.No.9 Formwork, Centering & Scaffloding 70% For Columns up to plinth ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 4353.3 4353.3 5.8 False None None False None False 25249.14 0 2406511 71828 None Vol No1 P.No. 18 I.No.2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Columns ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 6219.0 6219.0 12.78 False None None False None False 79478.82 0 2406512 71828 None Vol No1 P.No. 111 I.No.9 Formwork, Centering & Scaffloding 70% For Columns ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 4353.29 4353.29 12.78 False None None False None False 55635.0462 0 2406513 71828 None Vol No1 P.No. 18 I.No.2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Plinth beams ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 6219.0 6219.0 15.61 False None None False None False 97078.59 0 2406514 71828 None Vol No1 P.No. 111 I.No.2 Formwork, Centering & Scaffloding 50% For Plinth Beams ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 3109.5 3109.5 15.61 False None None False None False 48539.295 0 2406515 71828 None Vol No1 P.No. 18 I.No.2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Beams ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 6219.0 6219.0 19.52 False None None False None False 121394.88 0 2406516 71828 None Vol No1 P.No. 112 I.No.14 Formwork, Centering & Scaffloding 60% For Beams ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 3731.39 3731.39 19.52 False None None False None False 72836.7328 0 2406517 71828 None Vol No1 P.No. 18 I.No.2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Slab ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 6219.0 6219.0 46.79 False None None False None False 290987.01 0 2406518 71828 None Vol No1 P.No. 112 I.No 15 Formwork, Centering & Scaffloding 50% For Roof Slab & Staircase ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 3109.5 3109.5 46.79 False None None False None False 145493.505 0 2406519 71828 None Vol No1 P.No. 18 I.No.2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Lintel ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 6219.0 6219.0 4.1 False None None False None False 25497.9 0 2406520 71828 None Vol No1 P.No. 112 I.No. 14 Formwork, Centering & Scaffloding 60% FOR Lintel ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 3731.39 3731.39 4.1 False None None False None False 15298.699 0 2406521 71828 None Vol No1 P.No. 18 I.No.2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Sill ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 6219.0 6219.0 2.4 False None None False None False 14925.6 0 2406522 71828 None Vol No1 P.No. 111 I.No.1b Formwork, Centering & Scaffloding 3% For Sill ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 186.57 186.57 2.4 False None None False None False 447.768 0 2406523 71828 None Vol No1 P.No. 18 I.No.2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Chejja ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 6219.0 6219.0 1.48 False None None False None False 9204.12 0 2406524 71828 None Vol No1 P.No. 112 I.No.19 Formwork, Centering Scaffloding 45 For Chejja ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 2798.55 2798.55 1.48 False None None False None False 4141.854 0 2406525 71828 None Vol No1 P.No. 18 I.No.2.11.a Steel Fabrication: Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings ---- Work should be carried out in site as per the directions of the Engineer in charge. MT 89457.0 89457.0 17.23 False None None False None False 1541344.11 0 2406526 71828 None Vol No2 P.No. 9 I.No.5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 6389.0 6389.0 7.73 False None None False None False 49386.97 0 2406527 71828 None Vol No2 P.No. 9 I.No.5.1.1 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 : Cement mortar 1:6 (1 cement : 6 coarse sand) ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 5611.0 5611.0 46.72 False None None False None False 262145.92 0 2406528 71828 None Vol No2 P.No. 17 I.No.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. ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 1310.0 1310.0 350.57 False None None False None False 459246.7 0 2406529 71828 None Vol No2 P.No. 17 I.No.6.34 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm 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. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 1104.0 1104.0 24.88 False None None False None False 27467.52 0 2406530 71828 None Vol No2 P.No.77 I.No.11.5.2 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 4242.0 4242.0 12.6 False None None False None False 53449.2 0 2406531 71828 None Vol No2 P.No.86 I.No.1134B 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. ---- Work should be carried out in site as per the directions of the Engineer in charge. Kg 183.0 183.0 763.56 False None None False None False 139731.48 0 2406532 71828 None Vol No2 P.No.104I.No.12.54 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. ---- Work should be carried out in site as per the directions of the Engineer in charge. m 318.0 318.0 19.8 False None None False None False 6296.4 0 2406533 71828 None Vol No2 P.No.110 I.No.12.88 Providing & fixing of 2-track x 2-panel sliding door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum Ti2(Titanium Dioxide) at 6PHR 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 a overall size of 60mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm X 58mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2-2.5 mm. Maximum possible size 1819mm x 1819mm (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 5390.0 5390.0 35.73 False None None False None False 192584.7 0 2406534 71828 None Vol No2 P.No.104 I.No.12.55.1 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges with both side prelam ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 2366.0 2366.0 6.3 False None None False None False 14905.8 0 2406535 71828 None Vol No2 P.No.41 I.No.8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 241.0 241.0 525.3 False None None False None False 126597.3 0 2406536 71828 None Vol No2 P.No.50 I.No.8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 100.0 100.0 991.86 False None None False None False 99186.0 0 2406537 71828 None Vol No2 P.No.41 I.No.8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 279.0 279.0 524.01 False None None False None False 146198.79 0 2406538 71828 None Vol No2 P.No.61 I.No9.17.2 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 1175.0 1175.0 215.12 False None None False None False 252766.0 0 2406539 71828 None Vol No2 P.No.61 I.No.9.2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 800.0 800.0 59.14 False None None False None False 47312.0 0 2406540 71828 None Vol No2 P.No.63 I.No.9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 2852.0 2852.0 136.0 False None None False None False 387872.0 0 2406541 71828 None Vol No2 P.No.60 I.No.9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (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. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 889.0 889.0 22.15 False None None False None False 19691.35 0 2406542 71828 None Vol No2 P.No.71 I.No.10.14 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 1106.0 1106.0 85.72 False None None False None False 94806.32 0 2406543 71828 None Vol No2 P.No.71 I.No.10.1.1 Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 4006.0 4006.0 3.6 False None None False None False 14421.6 0 2406544 71828 None Vol No2 P.No.85 I.No.11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- Work should be carried out in site as per the directions of the Engineer in charge. Kg 565.0 565.0 395.19 False None None False None False 223282.35 0 2406545 71828 None Vol No2 P.No.46 I.No.8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 158.0 158.0 991.86 False None None False None False 156713.88 0 2406546 71828 None Vol No2 P.No.46 I.No.8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 174.0 174.0 524.01 False None None False None False 91177.74 0 2406547 71828 None Vol No2 P.No.46 I.No.8.36.1 Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel 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 Enginer-in-charge. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 176.0 176.0 46.44 False None None False None False 8173.44 0 2406548 71828 None Vol.No.2 P.No. 65 I.No. 9.36 Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 4007.0 4007.0 10.98 False None None False None False 43996.86 0 2406549 71828 None Vol No.2 P.No.49 I.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 ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 94.0 94.0 48.0 False None None False None False 4512.0 0 2406550 71828 None Vol.No.2 P.No.44 I.No.8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 1238.0 1238.0 24.71 False None None False None False 30590.98 0 1706870162000 1 None None Buildings CONSTRUCTION OF SCHOOL BUILDING FOR KARNATAKA PUBLIC SCHOOL UNDER SAMAGRA SHIKSHA KARNATAKA AT SORTUR VILLAGE,GADAG TALUK,GADAG DISTRICT.First Floor 4492688.96 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2406551 71829 None Vol No1 P.No. 18 I.No. 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Columns ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 6281.19 6281.19 12.78 False None None False None False 80273.6082 0 2406552 71829 None Vol No1 P.No. 111 I.No.9 Formwork, Centering & Scaffloding 70% For Columns ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 4396.83 4396.83 12.78 False None None False None False 56191.4874 0 2406553 71829 None Vol No1 P.No. 18 I.No.2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Beams ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 6281.19 6281.19 19.52 False None None False None False 122608.8288 0 2406554 71829 None Vol No1 P.No. 112 I.No.14 Formwork, Centering & Scaffloding 60% For Beams ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 3768.71 3768.71 19.52 False None None False None False 73565.2192 0 2406555 71829 None Vol No1 P.No. 18 I.No.2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Roof Slab ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 6281.19 6281.19 44.42 False None None False None False 279010.4598 0 2406556 71829 None Vol No1 P.No. 112 I.No.15 Formwork, Centering & Scaffloding 50% For Roof Slab ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 3140.59 3140.59 44.42 False None None False None False 139505.0078 0 2406557 71829 None Vol No1 P.No. 18 I.No.2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Staircase ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 6281.19 6281.19 2.37 False None None False None False 14886.4203 0 2406558 71829 None Vol No1 P.No. 112 I.No.15 Formwork, Centering & Scaffloding 50% For Staircase ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 3140.59 3140.59 2.37 False None None False None False 7443.1983 0 2406559 71829 None Vol No1 P.No. 18 I.No.2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Lintel ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 6281.19 6281.19 4.18 False None None False None False 26255.3742 0 2406560 71829 None Vol No1 P.No. 112 I.No.14 Formwork, Centering & Scaffloding 60% For Lintel ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 3768.71 3768.71 4.18 False None None False None False 15753.2078 0 2406561 71829 None Vol No1 P.No. 18 I.No.2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Sill ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 6281.19 6281.19 2.42 False None None False None False 15200.4798 0 2406562 71829 None Vol No1 P.No. 111 I.No 1.b Formwork, Centering & Scaffloding 3% For Sill ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 188.43 188.43 2.42 False None None False None False 456.0006 0 2406563 71829 None Vol No1 P.No. 18 I.No.2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Chejja ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 6281.19 6281.19 1.48 False None None False None False 9296.1612 0 2406564 71829 None Vol No1 P.No. 112 I.No. 19 Formwork, Centering & Scaffloding 45% For Chejja ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 2826.54 2826.54 1.48 False None None False None False 4183.2792 0 2406565 71829 None Vol No1 P.No. 18 I.No.2.11.a Steel Fabrication: Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings ---- Work should be carried out in site as per the directions of the Engineer in charge. MT 90351.57 90351.57 10.96 False None None False None False 990253.2072 0 2406566 71829 None Vol No2 P.No.17 I.No.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. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 1323.1 1323.1 361.42 False None None False None False 478194.802 0 2406567 71829 None Vol No2 P.No. 17 I.No.6.34 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm 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. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 1115.04 1115.04 17.96 False None None False None False 20026.1184 0 2406568 71829 None Vol No2 P.No. 77 I.No.11.5.2 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 4284.42 4284.42 12.6 False None None False None False 53983.692 0 2406569 71829 None Vol No2 P.No. 86 I.No.11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. ---- Work should be carried out in site as per the directions of the Engineer in charge. Kg 184.83 184.83 1732.11 False None None False None False 320145.8913 0 2406570 71829 None Vol No2 P.No. 104 I.No.12.54 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. ---- Work should be carried out in site as per the directions of the Engineer in charge. m 321.18 321.18 20.05 False None None False None False 6439.659 0 2406571 71829 None Vol No2 P.No. 104 I.No.12.55.1 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges with both side prelam ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 2389.66 2389.66 6.82 False None None False None False 16297.4812 0 2406572 71829 None Vol No2 P.No. 41 I.No.8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 243.41 243.41 531.1 False None None False None False 129275.051 0 2406573 71829 None Vol No2 P.No. 50 I.No.8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 101.0 101.0 997.66 False None None False None False 100763.66 0 2406574 71829 None Vol No2 P.No.41 I.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. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 297.95 297.95 477.08 False None None False None False 142145.986 0 2406575 71829 None Vol No2 P.No.61 I.No.9.17.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 1186.75 1186.75 215.12 False None None False None False 255293.66 0 2406576 71829 None Vol No2 P.No.63I.No.9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 2880.52 2880.52 109.66 False None None False None False 315877.8232 0 2406577 71829 None Vol No2 P.No.151 I.No.15.10 Newly Constructed Bathroom/toilet/balcony/utility with Cementatius Waterproof coating Below 300 m2: Providing and Applying CFTRI approved two component flexible polymer modified acrylic cementitious waterproofing coating with a mix ratio of (1 Liquid: 2 Powder), to the RCC surface like bathroom, toilet, balcony & utility area applied @ 1.7kg/m2 in 2 coats to achieve 1mm DFT, having Elongation at break 50% as per ASTM D 412, Tensile strength 1N/mm2 as per ASTM D 412, Adhesion strength: 0.80 N/mm2 as per ASTM D 4541, crack bridging upto 1mm as per ASTM C 836, Water penetration (5 bar pressure) as per BS EN 12390. The finished cost to include surface preparation, making coving of 50 mm X 50mm at all right angles of wall Junction with Polymer Repair Mortar and lay 45 gsm glass fibre mesh over the angle fillet when the first coat in still wet, treatment of cracks completely as per specification. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 370.67 370.67 32.57 False None None False None False 12072.7219 0 2406578 71829 None Vol No2 P.No.23 I.No.7.18 Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slopecompacting, including cost of materials, labour, curing complete as per specifications. ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 2037.17 2037.17 13.45 False None None False None False 27399.9365 0 2406579 71829 None Vol No2 P.No.60 I.No.9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (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 ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 897.89 897.89 22.76 False None None False None False 20435.9764 0 2406580 71829 None Vol No2 P.No.71 I.No.10.14 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 1117.06 1117.06 83.23 False None None False None False 92972.9038 0 2406581 71829 None Vol No2 P.No.85 I.No.11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- Work should be carried out in site as per the directions of the Engineer in charge. Kg 570.65 570.65 252.69 False None None False None False 144197.5485 0 2406582 71829 None Vol No2 P.No.46 I.No.8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 159.58 159.58 997.66 False None None False None False 159206.5828 0 2406583 71829 None Vol No2 P.No.46 I.No.8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 175.74 175.74 477.08 False None None False None False 83842.0392 0 2406584 71829 None Vol No2 P.No47 I.No.8.36.1 Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel 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 Enginer-in-charge. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 177.76 177.76 92.56 False None None False None False 16453.4656 0 2406585 71829 None Vol No.2 P.No. 49 I.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 ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 94.94 94.94 48.0 False None None False None False 4557.12 0 2406586 71829 None Vol.No.2 P.No. 134 I.No.14.11.2 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : Size 600x450x200 mm ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 5132.82 5132.82 6.0 False None None False None False 30796.92 0 2406587 71829 None Vol.No.2 P.No.65 I.No.9.36 Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 1246.34 1246.34 11.34 False None None False None False 14133.4956 0 2406588 71829 None Vol.No.2 P.No.44 I.No.8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 1250.38 1250.38 24.71 False None None False None False 30896.8898 0 2406589 71829 None Vol 2 pgno-110 i-no12.88 Providing fixing of 2-track 2-panel sliding door made out of multi chambered UPVC(Matching to RAL9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour havingisolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having a overall size of 60mm width 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm X 58mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm 24mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame sash shall be of 2-2.5 mm. Maximum possible size 1819mm 1819mm (The cost is inclusive of all fixtures and separate charges for minor TPs shall not be made) ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 5390.0 5390.0 33.84 False None None False None False 182397.6 0 1706870162000 1 None None Buildings CONSTRUCTION OF SCHOOL BUILDING FOR KARNATAKA PUBLIC SCHOOL UNDER SAMAGRA SHIKSHA KARNATAKA AT SORTUR VILLAGE,GADAG TALUK,GADAG DISTRICT.Terrace floor 808931.08 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2406590 71830 None Vol No1 P.No. 18 I.No. 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Columns ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 6343.38 6343.38 4.83 False None None False None False 30638.5254 0 2406591 71830 None Vol No1 P.No. 111 I.No.9 Formwork, Centering & Scaffloding 70% For Columns ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 4440.36 4440.36 4.83 False None None False None False 21446.9388 0 2406592 71830 None Vol No1 P.No. 18 I.No.2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Beams ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 6343.38 6343.38 1.63 False None None False None False 10339.7094 0 2406593 71830 None Vol No1 P.No. 112 I.No.14 Formwork, Centering & Scaffloding 60% For Beams ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 3806.03 3806.03 1.63 False None None False None False 6203.8289 0 2406594 71830 None Vol No1 P.No. 18 I.No.2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Roof Slab ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 6343.38 6343.38 2.25 False None None False None False 14272.605 0 2406595 71830 None Vol No1 P.No. 112 I.No.15 Formwork, Centering & Scaffloding 50% For Roof Slab ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 3171.69 3171.69 2.25 False None None False None False 7136.3025 0 2406596 71830 None Vol No1 P.No. 18 I.No.2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Lintel ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 6343.38 6343.38 0.52 False None None False None False 3298.5576 0 2406597 71830 None Vol No1 P.No. 112 I.No.14 Formwork, Centering & Scaffloding 60% For Lintel ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 3806.02 3806.02 0.52 False None None False None False 1979.1304 0 2406598 71830 None Vol No1 P.No. 18 I.No.2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Sill ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 6343.38 6343.38 0.29 False None None False None False 1839.5802 0 2406599 71830 None Vol No1 P.No. 111 I.No.1b Formwork, Centering & Scaffloding 3% For Sill ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 190.3 190.3 0.29 False None None False None False 55.187 0 2406600 71830 None Vol No1 P.No. 18 I.No.2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Chejja ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 6343.38 6343.38 0.13 False None None False None False 824.6394 0 2406601 71830 None Vol No1 P.No. 112 I.No. 19 Formwork, Centering & Scaffloding 45% For Chejja ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 2854.52 2854.52 0.13 False None None False None False 371.0876 0 2406602 71830 None Vol No1 P.No. 18 I.No.2.11.a Steel Fabrication: Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings ---- Work should be carried out in site as per the directions of the Engineer in charge. MT 91246.14 91246.14 1.67 False None None False None False 152381.0538 0 2406603 71830 None Vol No2 P.No.17 I.No.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. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 1336.2 1336.2 141.31 False None None False None False 188818.422 0 2406604 71830 None Vol No2 P.No. 86 I.No.11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. ---- Work should be carried out in site as per the directions of the Engineer in charge. Kg 186.66 186.66 45.36 False None None False None False 8466.8976 0 2406605 71830 None Vol No2 P.No. 77 I.No.11.5.2 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 4326.84 4326.84 2.52 False None None False None False 10903.6368 0 2406606 71830 None Vol No2 P.No. 41 I.No.8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 245.82 245.82 46.11 False None None False None False 11334.7602 0 2406607 71830 None Vol No2 P.No. 50 I.No.8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 102.0 102.0 75.85 False None None False None False 7736.7 0 2406608 71830 None Vol No2 P.No. 41 I.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. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 300.9 300.9 270.29 False None None False None False 81330.261 0 2406609 71830 None Vol No2 P.No. 151 I.No.15.11 Newly Constructed Roof/Bathroom/Toilet/balcony/utility with Cementatius Waterproof coating - Below 500 m2Providing and Applying CFTRI approved two component flexible polymer modified acrylic cementitious waterproofing coating with a mix ratio of (5 Liquid :7 Powder) to the RCC surface like Roof, bathroom, toilet, balcony & utility area applied @ 2.2kg/m2 in 2 coats to achieve 1.2mm DFT, having Elongation at break 120% as per ASTM D 412, Tensile strength 1N/mm2as per ASTM D 412, Adhesion strength: 0.80N/mm2 as per ASTM D 4541, crack bridging upto 2mm as per ASTM C 836. The finished cost to include surface preparation, making coving of 50 mm X 50mm at all right angles of wall Junction with Polymer Repair Mortar and lay 45 gsm glass fibre mesh over the angle fillet when the first coat in still wet, treatment of cracks completely as per specification. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 535.5 535.5 330.3 False None None False None False 176875.65 0 2406610 71830 None Vol No2 P.No. 46 I.No.8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 161.16 161.16 75.85 False None None False None False 12223.986 0 2406611 71830 None Vol No2 P.No. 46 I.No.8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 177.48 177.48 270.29 False None None False None False 47971.0692 0 2406612 71830 None Vol No2 P.No. 47 I.No.8.36.1 Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel 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 Enginer-in-charge. ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 179.52 179.52 4.68 False None None False None False 840.1536 0 2406613 71830 None Vol No2 P.No.110 I.No.12.88 Providing fixingof2-track 2-panel slidingdoormadeoutofmultichamberedUPVC(Matching to RAL-9016)sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour havingisolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having a overall size of 60mm width 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm58mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2-2.5 mm. Maximum possible size 1819mmx1819mm (The cost is inclusive of all fixtures and separate charges for minor TPs shall not be made) ---- Work should be carried out in site as per the directions of the Engineer in charge. Sqm 5390.0 5390.0 2.16 False None None False None False 11642.4 0 1706870162000 0 None None Buildings CONSTRUCTION OF SCHOOL BUILDING FOR KARNATAKA PUBLIC SCHOOL UNDER SAMAGRA SHIKSHA KARNATAKA AT SORTUR VILLAGE,GADAG TALUK,GADAG DISTRICT.Water and sanitation 733957.2 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2406614 71831 None Vol.No.2 P.No.117 I.No.13.3.1 Providing and fixing brass stop cock of approved quality :15 mm nominal bore ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 299.0 299.0 20.0 False None None False None False 5980.0 0 2406615 71831 None Vol.No.2 P.No.120 I.No.13.20.2 Providing and fixing PTMT pillar cock of approved quality and colour. 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 314.0 314.0 16.0 False None None False None False 5024.0 0 2406616 71831 None Vol.No.2 P.No.131 I.NO.14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 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:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 4884.0 4884.0 4.0 False None None False None False 19536.0 0 2406617 71831 None Vol.No.2 P.No.131 I.No.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 controlleddevice (handle lever), conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 4838.0 4838.0 1.0 False None None False None False 4838.0 0 2406618 71831 None Vol.No.2 P.No.131 I.No.14.4.3 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 9455.0 9455.0 2.0 False None None False None False 18910.0 0 2406619 71831 None Vol.No.2 P.No.133 I.No.14.7.8 White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow including operated levers ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 4113.0 4113.0 14.0 False None None False None False 57582.0 0 2406620 71831 None Vol.No.2 P.No.133 I.No.14.8 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 1423.0 1423.0 14.0 False None None False None False 19922.0 0 2406621 71831 None Vol.NO.2 P.No.137 I.No.14.40.2 600 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 ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 496.0 496.0 8.0 False None None False None False 3968.0 0 2406622 71831 None Vol.No.2 P.No.136 I.No.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 ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 1018.0 1018.0 14.0 False None None False None False 14252.0 0 2406623 71831 None Vol.No.2 P.No.122 I.No.13.31.2 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, 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 testing of joints complete as per direction Engineer in Charge.Exposed on wall - 20mm nominal dia pipes ---- Work should be carried out in site as per the directions of the Engineer in charge. Rmtr 242.0 242.0 60.0 False None None False None False 14520.0 0 2406624 71831 None Vol.No. 2 P.No.122 I.No.13.31.3 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, 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 testing of joints complete as per direction Engineer in Charge.Exposed on wall - 25mm nominal dia pipes ---- Work should be carried out in site as per the directions of the Engineer in charge. Rmtr 318.0 318.0 60.0 False None None False None False 19080.0 0 2406625 71831 None Vol.No.2 P.No.122 I.No.13.31.4 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, 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 testing of joints complete as per direction Engineer in Charge.Exposed on wall - 32mm nominal dia pipes ---- Work should be carried out in site as per the directions of the Engineer in charge. Rmtr 400.0 400.0 60.0 False None None False None False 24000.0 0 2406626 71831 None Vol.No.2 P.No.122 I.No.13.31.6 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, 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 testing of joints complete as per direction Engineer in Charge.Exposed on wall - 50mm nominal dia pipes ---- Work should be carried out in site as per the directions of the Engineer in charge. Rmtr 781.0 781.0 135.0 False None None False None False 105435.0 0 2406627 71831 None Vol.No.2 P.No.117 I.No.13.4.4 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :50 mm nominal bore e ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 855.0 855.0 30.0 False None None False None False 25650.0 0 2406628 71831 None Vol.No.2 P.No.118 I.No.13.8.2.2 Providing and fixing unplasticised PVC connection pipe with brass unions :45 cm length 20 mm nominal bore ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 110.0 110.0 30.0 False None None False None False 3300.0 0 2406629 71831 None Vol.No.2 P.No.123 I.No.13.34 Providing and placing on terrace, polyethylene water storage tanks as per IS 12701 : 1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes but without fittings and the base support for tank ---- Work should be carried out in site as per the directions of the Engineer in charge. Ltr 9.0 9.0 10000.0 False None None False None False 90000.0 0 2406630 71831 None Vol.No.5 P.No.A-44 I.No.660 PVC pipes of 8 Kg/cm2 for 140mm(3.097) ---- Work should be carried out in site as per the directions of the Engineer in charge. Rmtr 456.0 456.0 150.8 False None None False None False 68764.8 0 2406631 71831 None Vol No.5 P.No.A-44 I.No.664 PVC pipes of 10 Kg/cm2 for 200mm ---- Work should be carried out in site as per the directions of the Engineer in charge. Rmtr 1155.0 1155.0 45.0 False None None False None False 51975.0 0 2406632 71831 None Vol.No.2 P.No.125 I.NO.13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes of 150mm dia 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" ---- Work should be carried out in site as per the directions of the Engineer in charge. Rmtr 568.0 568.0 60.8 False None None False None False 34534.4 0 2406633 71831 None Vol.No.5 P.No.208 I.No.16.60.1 Providing PVC-U INDIVIDUAL U.G.D House service connection (which shall be laid from inside the customer property ) which includes: a) Supply of PVC-U pipe (b) providing and fixing of 315 mm dia the PE Inspection chambres with lid consisting of inlet & outlet arrangements with base, riser of min. 0.42 m depth which includes earth work, fixing in CC-1:2:4 with appurtenances., complete. (c) civil works like Earthwork excavation for the pipeline trenches for laying of PVC-U pipes for the house connections in all types of soils , disintegrated rock,soft rock, hard rock, including cutting of any road using , crossing drains, compound, Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, c.c. wood work, steel work, including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable and stacking the serviceable material with all lifts and lead , restoring the damaged portions inside or outside the property premises, refilling the portions of trenches that are dug open including linking to existing sewer network with appurtenances. complete. 110 mm dia ---- Work should be carried out in site as per the directions of the Engineer in charge. No 8134.0 8134.0 8.0 False None None False None False 65072.0 0 2406634 71831 None Vol.No.1 P.no.5 I.No.1.4.1 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 242.0 242.0 13.5 False None None False None False 3267.0 0 2406635 71831 None Vol.No.01 P.No.7 I.No.1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 266.0 266.0 30.0 False None None False None False 7980.0 0 2406636 71831 None Vol.No.5 P.No.191 I.No.16.9 Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover r ---- Work should be carried out in site as per the directions of the Engineer in charge. No 5454.0 5454.0 2.0 False None None False None False 10908.0 0 2406637 71831 None Vol.No.5 P.No.192 I.No.16.15.1 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.HConstructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame ---- Work should be carried out in site as per the directions of the Engineer in charge. No 29047.0 29047.0 2.0 False None None False None False 58094.0 0 2406638 71831 None Vol.No.2 P.No135 I.No.14.29 Providing and fixing 100 mm sand cast Iron grating for gully trap. ---- Work should be carried out in site as per the directions of the Engineer in charge. No 47.0 47.0 15.0 False None None False None False 705.0 0 2406639 71831 None Vol.No.2 P.no.120 I.No.13.22.1.2 Providing and fixing PTMT grating of approved quality and colour 125 mm nominal dia ---- Work should be carried out in site as per the directions of the Engineer in charge. No 44.0 44.0 15.0 False None None False None False 660.0 0 1706870162000 0 None None Buildings CONSTRUCTION OF SCHOOL BUILDING FOR KARNATAKA PUBLIC SCHOOL UNDER SAMAGRA SHIKSHA KARNATAKA AT SORTUR VILLAGE,GADAG TALUK,GADAG DISTRICT. (Electrification) 729044.95 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2406640 71832 None 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 ---- Work should be carried out in site as per the directions of the Engineer in charge. m 66.0 66.0 160.0 False None None False None False 10560.0 0 2406641 71832 None 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 ---- Work should be carried out in site as per the directions of the Engineer in charge. m 78.0 78.0 120.0 False None None False None False 9360.0 0 2406642 71832 None 1.5.1 Supplying and fixing PVC/metal conduit Deep junction box 19/20 mm deep Junction box ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 49.0 49.0 180.0 False None None False None False 8820.0 0 2406643 71832 None 1.5.2 Supplying and fixing PVC/metal conduit Deep junction box 25 mm deep Junction box ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 56.0 56.0 60.0 False None None False None False 3360.0 0 2406644 71832 None 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. ---- Work should be carried out in site as per the directions of the Engineer in charge. m 68.0 68.0 160.0 False None None False None False 10880.0 0 2406645 71832 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 upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. ---- Work should be carried out in site as per the directions of the Engineer in charge. m 79.0 79.0 120.0 False None None False None False 9480.0 0 2406646 71832 None 1.12 Supplying And Fixing Metal Fan Box with Round Hook.Point wiring using Copper wire without switch. ---- Work should be carried out in site as per the directions of the Engineer in charge. No 160.0 160.0 30.0 False None None False None False 4800.0 0 2406647 71832 None 2.2.1 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) 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 3m from tapping point to out let via switch box ---- Work should be carried out in site as per the directions of the Engineer in charge. Point 269.0 269.0 60.0 False None None False None False 16140.0 0 2406648 71832 None 2.2.2 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Medium point above 3m upto 6m from tapping point to out let via switch box ---- Work should be carried out in site as per the directions of the Engineer in charge. Point 379.0 379.0 60.0 False None None False None False 22740.0 0 2406649 71832 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 1-3 Way ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 138.0 138.0 60.0 False None None False None False 8280.0 0 2406650 71832 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 wall4-5 Way ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 177.0 177.0 35.0 False None None False None False 6195.0 0 2406651 71832 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 wall6 Way ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 220.0 220.0 8.0 False None None False None False 1760.0 0 2406652 71832 None 3.4.4 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 8 Way ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 261.0 261.0 8.0 False None None False None False 2088.0 0 2406653 71832 None 3.5.2 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.3 Module ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 161.0 161.0 8.0 False None None False None False 1288.0 0 2406654 71832 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. 4 Module ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 175.0 175.0 20.0 False None None False None False 3500.0 0 2406655 71832 None 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 ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 234.0 234.0 8.0 False None None False None False 1872.0 0 2406656 71832 None 3.5.5 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box.8 Module ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 284.0 284.0 20.0 False None None False None False 5680.0 0 2406657 71832 None 3.6.1 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.6A One Way Switch ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 102.0 102.0 60.0 False None None False None False 6120.0 0 2406658 71832 None 3.6.2 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.6A Two Way Switch ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 166.0 166.0 8.0 False None None False None False 1328.0 0 2406659 71832 None 3.6.3 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.6A Three Way socket ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 171.0 171.0 30.0 False None None False None False 5130.0 0 2406660 71832 None 3.6.4 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator Two Module ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 357.0 357.0 35.0 False None None False None False 12495.0 0 2406661 71832 None 3.6.8 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.6A Bell Push ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 177.0 177.0 4.0 False None None False None False 708.0 0 2406662 71832 None 3.6.9 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.32A DP Switch ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 326.0 326.0 16.0 False None None False None False 5216.0 0 2406663 71832 None 3.6.10 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.6/16A Universal Socket ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 236.0 236.0 16.0 False None None False None False 3776.0 0 2406664 71832 None 3.10.2 Extra for supplying 4 mm thick white plastic plate and covering for junction boxes of size . mm conduit using necessary machine screws.80 mm ---- Work should be carried out in site as per the directions of the Engineer in charge. No 15.0 15.0 70.0 False None None False None False 1050.0 0 2406665 71832 None 3.10.3 Extra for supplying 4 mm thick white plastic plate and covering for junction boxes of size . mm conduit using necessary machine screws.110 mm ---- Work should be carried out in site as per the directions of the Engineer in charge. No 21.0 21.0 70.0 False None None False None False 1470.0 0 2406666 71832 None 2.3.2 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.1.5 mm2 ---- Work should be carried out in site as per the directions of the Engineer in charge. m 26.0 26.0 380.0 False None None False None False 9880.0 0 2406667 71832 None 2.3.3 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.2.5 mm2 ---- Work should be carried out in site as per the directions of the Engineer in charge. m 42.0 42.0 300.0 False None None False None False 12600.0 0 2406668 71832 None 2.3.4 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.4 mm2 ---- Work should be carried out in site as per the directions of the Engineer in charge. m 63.0 63.0 300.0 False None None False None False 18900.0 0 2406669 71832 None 2.3.5 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:confirming to latest amendments.6 mm2 ---- Work should be carried out in site as per the directions of the Engineer in charge. m 92.0 92.0 300.0 False None None False None False 27600.0 0 2406670 71832 None 5.7.4 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers.100 A ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 691.0 691.0 8.0 False None None False None False 5528.0 0 2406671 71832 None 5.18.1 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.6-32 A SP ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 415.0 415.0 8.0 False None None False None False 3320.0 0 2406672 71832 None 5.18.4 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.6-32 A DP ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 739.0 739.0 8.0 False None None False None False 5912.0 0 2406673 71832 None 5.18.6 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. 50-63 Amps DP ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 1102.0 1102.0 8.0 False None None False None False 8816.0 0 2406674 71832 None 5.18. 7 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. 6-32Amps TPN ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 1717.0 1717.0 4.0 False None None False None False 6868.0 0 2406675 71832 None 5.19.7 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clA, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure.6 Way SP & N ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 1791.0 1791.0 4.0 False None None False None False 7164.0 0 2406676 71832 None 5.19.13 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clA, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure.8 Way TP N ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 6091.0 6091.0 4.0 False None None False None False 24364.0 0 2406677 71832 None 5.15.9 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. 100 A 25 kA ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 8487.0 8487.0 1.0 False None None False None False 8487.0 0 2406678 71832 None 5.15.11 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. 160 A 25 kA ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 13447.0 13447.0 1.0 False None None False None False 13447.0 0 2406679 71832 None 5.20.1 Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board.16-25 A 2 pole " ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 4277.0 4277.0 8.0 False None None False None False 34216.0 0 2406680 71832 None 5.20.10 Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board.63 A 4 pole " ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 5545.0 5545.0 4.0 False None None False None False 22180.0 0 2406681 71832 None 5.12.1 Supplying of on load change over switches 4 poles, AC 23A Duty, 415V, 50Hz, AC Supply. With all accessories. (SM Enclosure Sheet Metal Execution)"63 A ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 6881.0 6881.0 1.0 False None None False None False 6881.0 0 2406682 71832 None 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 ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 2984.0 2984.0 32.0 False None None False None False 95488.0 0 2406683 71832 None 13.11 Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clA and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 315.0 315.0 32.0 False None None False None False 10080.0 0 2406684 71832 None 13.12 Extra length of GI pipe of class B 19mm dia for down rod. ---- Work should be carried out in site as per the directions of the Engineer in charge. m 197.0 197.0 32.0 False None None False None False 6304.0 0 2406685 71832 None 11.3.1 Supplying of .feet -PVC Batten with integrated LED tube .W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.LED light fitting 1 x 2' - 9/10 W ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 551.0 551.0 20.0 False None None False None False 11020.0 0 2406686 71832 None 11.3.2 Supplying of .feet -PVC Batten with integrated LED tube .W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.LED light fitting 1 x 4' - 20/22 W ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 690.0 690.0 20.0 False None None False None False 13800.0 0 2406687 71832 None 3.14.6 Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board.6A Lamp Holder ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 71.0 71.0 30.0 False None None False None False 2130.0 0 2406688 71832 None 11.11.7 Supplying & fixing of retrofit type - LED bulb . W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI 70. efficacy 80 lumen per W, life25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF 0.95, power loss should 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 18W, 6500K ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 426.0 426.0 6.0 False None None False None False 2556.0 0 2406689 71832 None 11.4. 3 Supplying of recess mounting non integrated type LED down light. W luminaire comprising of pressure decast/ extruded aluminium housing, with spring loaded false ceiling clA, LED of Power/COB with CCT 6500 degree K, CRI 70%. efficacy 100 lumen per W, 120degree beam spread, life 25000 burning hours and Compliance to IS10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level. LED's are driven by HF electronic driver integrated in a separate control gear assembly., with PF 0.95, power loss should 5% of lamp Wage, short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 1671.0 1671.0 40.0 False None None False None False 66840.0 0 2406690 71832 None 13.7.1 Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA. On wall/ ceiling / Rafter / Girders ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 122.0 122.0 119.0 False None None False None False 14518.0 0 2406691 71832 None 11.8.4 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with .W System Power consumption. LED Efficiency1301m/w, nominal CRI 75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect.LED Streetlight 90 W ---- Work should be carried out in site as per the directions of the Engineer in charge. No 8860.0 8860.0 3.0 False None None False None False 26580.0 0 2406692 71832 None 13.2.1 Supplying and Fixing.mm dia class A GI pipe bracket upto 2.7 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing MV/SV/MH/FTL street light fitting of all capacities on rail/RCC/wall/tubular pole, using suitable clA, bolts, nuts and wiring using suitable capacity wires.Using 25mm dia G.I.Pipe ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 1203.0 1203.0 3.0 False None None False None False 3609.0 0 2406693 71832 None 5.21 Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay/auto/ manual reset facility suitable to mount on DIN rail/ flush mounting on panel board. ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 9255.0 9255.0 1.0 False None None False None False 9255.0 0 2406694 71832 None 5.29 Supplying, fixing and wiring 3 Phase Digital Ammeter /Voltmeter ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 1425.0 1425.0 1.0 False None None False None False 1425.0 0 2406695 71832 None 5.34 Supplying, fixing and wiring 50/5 to 400/5A 5VA burden Current Transformer Class 0.5 accuracy with Tape Wound. ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 562.0 562.0 1.0 False None None False None False 562.0 0 2406696 71832 None 5.35 Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 A three phase 4 wire whole current class-1 Accuracy Energy Meter." ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 5705.0 5705.0 1.0 False None None False None False 5705.0 0 2406697 71832 None 5.38 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 515.0 515.0 3.0 False None None False None False 1545.0 0 2406698 71832 None 5.40.1 Supplying . A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete 100 A 4 x 30 x 6 mm Aluminium Strips ---- Work should be carried out in site as per the directions of the Engineer in charge. m 2465.0 2465.0 1.8 False None None False None False 4437.0 0 2406699 71832 None 5.42.2 Fabricating supplying and mounting MS box made out .SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clA with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. 16 SWG ---- Work should be carried out in site as per the directions of the Engineer in charge. cm 0.43 0.43 14000.0 False None None False None False 6020.0 0 2406700 71832 None 32.11 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part- 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 ---- Work should be carried out in site as per the directions of the Engineer in charge. Km 178973.0 178973.0 0.15 False None None False None False 26845.95 0 2406701 71832 None 1.17.1 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m In Ordinary Soil ---- Work should be carried out in site as per the directions of the Engineer in charge. Cum 262.0 262.0 60.0 False None None False None False 15720.0 0 2406702 71832 None 5.41.1 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. Flat.with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint.40 x 40 x 6 mm ---- Work should be carried out in site as per the directions of the Engineer in charge. m 305.0 305.0 4.0 False None None False None False 1220.0 0 2406703 71832 None 5.41.2 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. Flat.with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint.50 x 50 x 6 mm ---- Work should be carried out in site as per the directions of the Engineer in charge. m 395.0 395.0 4.0 False None None False None False 1580.0 0 2406704 71832 None 6.1 Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply. ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 1492.0 1492.0 4.0 False None None False None False 5968.0 0 2406705 71832 None 13.13 Fixing one exhaust fan after making a suitable notch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 A, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame. ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 707.0 707.0 4.0 False None None False None False 2828.0 0 2406706 71832 None 51.04 Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified ---- Work should be carried out in site as per the directions of the Engineer in charge. No 2172.0 2172.0 4.0 False None None False None False 8688.0 0 2406707 71832 None 51.05 Bentonite clay slurry for earthing in 50 Kg Bag ---- Work should be carried out in site as per the directions of the Engineer in charge. Bag 368.0 368.0 3.0 False None None False None False 1104.0 0 2406708 71832 None 51.02 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each ---- Work should be carried out in site as per the directions of the Engineer in charge. No 676.0 676.0 3.0 False None None False None False 2028.0 0 2406709 71832 None 51.03 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag ---- Work should be carried out in site as per the directions of the Engineer in charge. Bag 310.0 310.0 3.0 False None None False None False 930.0 0 1706870162000 0 None None Buildings CONSTRUCTION OF SCHOOL BUILDING FOR KARNATAKA PUBLIC SCHOOL UNDER SAMAGRA SHIKSHA KARNATAKA AT SORTUR VILLAGE,GADAG TALUK,GADAG DISTRICT. (WATER PURIFICATION PLANT) 88000.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2406710 71833 None Vol.No.5 P.No.247 I.No.21.1.2 Water purification plants: Supplying, Installation and Commissioning of automatic Water purification plant (RO+UF) with all accessories piping, product water tank on single phase power supply as per the enclosed detailed Technical Specifications including cost of material, loading and unloading and as directed by the Engineer in charge. (Ref- detailedspecification enclosed seperatly). Note:- 1.The above rates mentioned are only for the preparation of estimate purpose. 2. All items are to be of BSI /NFS standards,with BSI / NFS mark . 3. Tenders to be invited for procurement. 4. No direct payment should be made under any situation or condition or on any account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each components ---- Work should be carried out in site as per the directions of the Engineer in charge. Each 44000.0 44000.0 2.0 False None None False None False 88000.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1706870164000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1706870164000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1706870164000 1 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 kppp on or before the last date and time of bid submission. None 1706877124000 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 1706877149000 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 1706877163000 0 None None ELIGIBILITY Tender invited only for eligible contractors registered under Karnataka Public Works Dept None 1706877172000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1706877181000 0 None None ELIGIBILITY The Tenderer shall obtain the workdone certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer(District Level Officer)and scan the Original Certificate and attach the scanned file to the Bid. None 1706877204000 0 None None ELIGIBILITY Financial Year will be reckoned as the period between first day of April and Thiry first day of March of succeeding year(both days inclusive) None 1706877214000 0 None None ELIGIBILITY The Tenderer shall scan the Original Ownership Documents/ Lease/ Hire committement Agreement for the Machinery and attach the scanned file to the Bid. The Original Documents shall be produced at the time of opening of technical Bids for physical verification. None 1706877224000 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 1706877261000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason None 1706877282000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing kpp portal None 1706877294000 0 None None ELIGIBILITY Tenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 : Instructions to Tenderers (ITT), will only be considered for evaluation. None 1706877324000 0 None None ELIGIBILITY All materials required for the work shall be procured by the tenderer himself and should be got tested by the quality control authorities at his own cost before use on work None 1706877355000 0 None None ELIGIBILITY The items quoted shall include cost of Royalty charges on constructive materials and other taxes as per the rates prevailing Govt Orders at the time of execution and including all the cost and conveyance of all materials, curing, loading and unloading with all lead and lifts, labour, hire charges of machinary and equipments, etc., complete and all incidental charges. All the items shall be executed as directed by the Engineer in charge of the work. None 1706877370000 0 None None ELIGIBILITY Physical quantities requirement to qualify the Tenderer is 80% of the estimated quantity as per Govt Order No. .PW/630/CRM/2014 Bangalore Dated: 17-11-2014 None 1706877758000 0 None None ELIGIBILITY Department will not supply any materials. None 1706877767000 0 None None ELIGIBILITY The cost of the Tender form shall not be refundable. None 1706877778000 0 None None ELIGIBILITY Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, PWD Division Gadag during office hours on all working days. It may be noted that if any of the dates mentioned above happened next working day will holds good in lieu of the dates mentioned. None 1706877796000 0 None None ELIGIBILITY Epayment Challan should be Scanned None 1706877813000 0 None None ELIGIBILITY The Tenderer must be present during opening of tender and submit uploaded documents duly attested by Gazzeted Officer not below the rank of Executive Engineer and also produce original documents for confirmation at the time of opening. None 1706877824000 0 None None ELIGIBILITY As per Karnataka State Govt Order No:LD/300/LET/2006/Bangalore Dt: 1-1-2007 and Govt Ltr No:PW/134/BMS/2007, Dt: 27-7-2007, a sum amounting to 1% of the bill amount will be deducted towards Construction Labour Welfare fund. None 1706877845000 0 None None ELIGIBILITY THE CONTRACTORS ARE INSTRUCTED TO SUBMIT ONLY RELEVENT INFORMATION WITH RECORDS AS REQUIRED AND SPECIFIED IN QUALIFICATION CRITERIA.ANY JUNK ,SURPLUS AND UNNECESARY DOCUMENTS IF UPLOADED WILL TREATED AS MISLEADING AND SUCH TENDERS ARE LIABLE TO BE REJECTION. None 1706877861000 0 None None ELIGIBILITY Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24 in the Technical Qualification Criteria mentioned in the next section None 1706877871000 0 None None ELIGIBILITY The item rates are excluding GST but inclusive of all other charges. None 1706877879000 0 None None ELIGIBILITY GST shall be paid to the tendered amount separately. None 1706877891000 0 None None ELIGIBILITY The Increase in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delays as determined by the authority while granting the extension of time. None 1706877900000 0 None None ELIGIBILITY The Item Rate quoted shall include the Royalty Charges on construction materials and other taxes (excluding GST) as per prevailing Government Orders None 1706877909000 0 None None ELIGIBILITY Work Completion/Execution Period : 11 Months. None 1706877920000 0 None None ELIGIBILITY The Project Completion period is 11 months and the Tenderer should maintain work during the defect liability period, which is (1) one year after successful completion of the work. None 1706877935000 0 None None ELIGIBILITY Star rates are applicable, As per the Government Circular No. PWD 159 CRM 2009 Bangalore dated 30-9-2010 None 1706877943000 0 None None ELIGIBILITY Bidder Should Carry out the Electrical works As per instruction of Site Eng of PWD and HESCOM . The bidder Should get the necessary approvals required for execution of electrical works from HESCOM dept & electrical inspector. Any necessary deposits & supervision charges will be borne by the department, if paid by the bidder it will be reimbursed. None 1706877970000 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
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2018-19,2019-20 ,and 2020-21,2021-22,2022-23 Satisfactorily completed as prime contractor, at least one similar work such as Construction of Building Works of value not less then Rs 68.19 lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Executed in any one year the following minimum quantities of work1)Earthwork-858.96 Cum 2)Concrete work (Including PCC/RCC)-294.32 Cum 3)Steel-23.9 Tonne 4)Solid concrete blocks/BBM/UCR/SSM-183.52 Cum Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Quantity wise work done certificate None None None None List of existing commitments and ongoing works Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- List of existing commitments and ongoing works 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 Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- On Letter Head None None None None Tenderers who meet the above specified minimum qualifying criteria, will only be qualified,if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity-( AxNx1.5-B )whereA-Maximum value of civil engineering works executed in any one year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress.N -Number of years prescribed for completion of the works for which tenders are invited -0.916 Year.B-Value at 2023-24 price level, of existing commitments and on-going works to be completed during the next 0.916 year (Period of completion of the works for which tenders are invited) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Calculation sheet on letter head None None None None Assessed Tender Capacity shall be more than the Tendered Amount Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Assessment on the Letter Head of the Tenderer None None None None 3.3 a Each Tenderer should further demonstrate :As per this note, each tenderer should demonstrate availability of few key equipments /machinery for execution of the work . However as per Govt circular no GO-FD/AE 263/EXP12-2022 dt-11-05-2022, this clause for owning key equipments for works costing up to Rs.3.00 crores is exempted. However it is obligatory for the contractor to use the following machineries for various activities involved in construction as per Morth specification.Sl No. Name of machinery 1)Excavator JCB / Hitachi 2)Tippers3)Concrete Batching Plant4)Water Tanker5)Shuttering Materials6)Transit Mixers7)Selfloading Moblie Concrete Batching Plant of min 2 cum capacity Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- List of Machinery None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e. , 2018-19, 2019-20,2020-21,2021-22 & 2022-23 , (a) acheived in at least two financial years a minimum financial turnover of Rs. 272.74 lakhs (in all classes of civil engineering construction works only) 33.( As per GOVT Circuler No PW 60 CRM 2021 Bangaluru Dtd-08-11-2021) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Maximum of Civil Engineering works executed in any one year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress. (Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Information on the Letter Head of the tenderer None None None None Value at 2023-24 price level, of existing commitments and on-going works to be executed during the next 12 months(Financial commitment of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24), (Monthwise commitment shall be furnished). Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Statement on the Letter head of the tenderer None None None None Liquid assets and /or availability of credit facilities of no less than Rs. 37.20 Lakhs (estimated cash flow for 3 months of peak construction period) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None The EMD of Rs2,05,000.00 shall be paid in full through e-payment or in two parts i.e,Part(1)Rs. 1,00,000.00 by e-payment part (2)1,05,000.00 in the form of BG to be upload. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- EMD Details 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 Information on litigation in which the Tender is involved. Others Information on litigation in which the Tender is involved. createdTs version createdDate modifiedDate documentName None None None None Others -- Information on litigation in which the Tender is involved. None None None None Information of the works for which Tender acceptance letters are received. Others New work createdTs version createdDate modifiedDate documentName None None None None Others -- New work
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Contractors PWD Registration Certificate True Technical Bid Similar Nature of workdone certificate True Technical Bid LOC should be preescribed formate-2, be acceptedIf not then the tender will not True Technical Bid Existing commitments & ongoing works list True Technical Bid Other related documents True Technical Bid Quantity wise workdone certificate True Technical Bid Bid Capacity on Contractor Letter Head True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Buildings Gadag Gadag Dharwad South GADAG gadag None None None None None None Buildings Gadag Gadag Dharwad South GADAG gadag None None None None None None Buildings Gadag Gadag Dharwad South GADAG gadag None None None None None None Buildings Gadag Gadag Dharwad South GADAG gadag None None None None None None Buildings Gadag Gadag Dharwad South GADAG gadag None None None None None None Buildings Gadag Gadag Dharwad South GADAG gadag None None None None None None
tenderAddress	createdTs 1707137316000 version 0 createdDate None modifiedDate None blockNumber Pwd division Gadag street None city Gadag state Karnataka pin 582103
tenderRecallDTO	None