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noticeInvitingTenderDTO	createdTs 1719471170658 version 11 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 2920.00 emd 200000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 26-07-2024 16:00:00 tenderQueryClose 20-07-2024 17:30:00 technicalBidOpen 29-07-2024 16:10:00 publishedDate 08-07-2024 17:01:23 publishedByPost PWD_EE_DIV_GAD publishedByUser KPE11642 - V N PATIL bidValidityPeriod 90 noOfCalls 2 preBidMeetingDate 10-07-2024 11:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson Executive Engineer splitEmdRequiredYn True emdBankGuarantee 100000.00 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 1719471170660 version 14 createdDate None modifiedDate None tenderNumber PWD/2023-24/BD/WORK_INDENT6926/CALL-2 title CONSTRUCTION OF SCHOOL BUILDING FOR KARNATAKA PUBLIC SCHOOL AT BANAHATTI VILLAGE,NARGUND TALUK,GADAG DISTRICT. description CONSTRUCTION OF SCHOOL BUILDING FOR KARNATAKA PUBLIC SCHOOL AT BANAHATTI VILLAGE,NARGUND TALUK,GADAG DISTRICT. category WORKS categoryText Works ecv 11677805.17 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1682 locationName PWD Division Office Gadaga provisionalAmount 14040000.0 groupOverheadTotal 0.0 fileNumber PWD/NRD/BLD/KPSBAN/4202/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1719471171000 0 None None Buildings CONSTRUCTION OF SCHOOL BUILDING FOR KARNATAKA PUBLIC SCHOOL AT BANAHATTI VILLAGE,NARGUND TALUK,GADAG DISTRICT.GF 7656237.21 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3375704 118862 None Volume 2 Page No 75 I.No 10.3 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.In cement mortar ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 1029.0 1029.0 134.04 False None None False None False 137927.16 0 3375705 118862 None Volume 2 Page No 193 I.No 19.55 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground to the appropriate disposal area as per direction of Engineer-in-charge ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 37.0 37.0 268.09 False None None False None False 9919.33 0 3375706 118862 None Volume 2 Page No 187 I.No 19.9.2 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineerin-charge. ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 1684.0 1684.0 55.63 False None None False None False 93680.92 0 3375707 118862 None Volume 2 Page No 188 I.No 19.12.1 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking to the appropriate disposal area as per directionof Engineerin-charge. ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 240.0 240.0 105.66 False None None False None False 25358.4 0 3375708 118862 None Volume 2 Page No 189 I.No 19.22.1 Dismantling tile work in floors and roofs laid in cement mortar including stacking material to the appropriate disposal area as per direction of Engineer-in-charge.For thickness of tiles 10 mm to 25 mm ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 37.0 37.0 314.78 False None None False None False 11646.86 0 3375709 118862 None Volume 2 Page No 187 I.No 19.3 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 2426.0 2426.0 140.64 False None None False None False 341192.64 0 3375710 118862 None Volume 2 Page No 190 I.No 19.30 Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 143.0 143.0 110.57 False None None False None False 15811.51 0 3375711 118862 None Volume 1 Page No 8 I.No 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 as per the direction of Engineer incharge CUBIC METER 95.0 95.0 81.93 False None None False None False 7783.35 0 3375712 118862 None Volume 1 Page 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 as per the direction of Engineer incharge CUBIC METER 102.0 102.0 364.39 False None None False None False 37167.78 0 3375713 118862 None Volume 1 Page 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 1.5m ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 266.0 266.0 452.37 False None None False None False 120330.42 0 3375714 118862 None Volume 1 Page No 7 I.No 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 474.0 474.0 131.49 False None None False None False 62326.26 0 3375715 118862 None Volume 1 Page No 11 I.No 1.23 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 2682.0 2682.0 78.82 False None None False None False 211395.24 0 3375716 118862 None Volume 1 Page 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 as per the direction of Engineer incharge CUBIC METER 5866.0 5866.0 22.16 False None None False None False 129990.56 0 3375717 118862 None Volume 1 Page 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 as per the direction of Engineer incharge CUBIC METER 6219.0 6219.0 43.65 False None None False None False 271459.35 0 3375718 118862 None Volume 1 Page No 111 I.No 1.a Formwork, Centering & Scaffloding 8% For Isolated Footing ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 497.52 497.52 43.65 False None None False None False 21716.748 0 3375719 118862 None Volume 1 Page 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. Combined Footing ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 6219.0 6219.0 81.99 False None None False None False 509895.81 0 3375720 118862 None Volume 1 Page No 111 I.No 9 Formwork, Centering & Scaffloding 3% For Combined Footing ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 186.57 186.57 81.9 False None None False None False 15280.083 0 3375721 118862 None Volume 1 Page 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. Curtain wall ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 6219.0 6219.0 5.8 False None None False None False 36070.2 0 3375722 118862 None Volume 1 Page No 111 I.No 9 Formwork, Centering & Scaffloding 70% For Columns up to plinth ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 4353.3 4353.3 5.8 False None None False None False 25249.14 0 3375723 118862 None Volume 1 Page 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 as per the direction of Engineer incharge CUBIC METER 6219.0 6219.0 12.78 False None None False None False 79478.82 0 3375724 118862 None Volume 1 Page No 111 I.No 9 Formwork, Centering & Scaffloding 70% For Columns ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 4353.3 4353.3 12.78 False None None False None False 55635.174 0 3375725 118862 None Volume 1 Page 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. Curtain wall ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 6219.0 6219.0 13.21 False None None False None False 82152.99 0 3375726 118862 None Volume 1 Page No 111 I.No 2 Formwork, Centering & Scaffloding 10% For Curtain wall ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 621.9 621.9 13.21 False None None False None False 8215.299 0 3375727 118862 None Volume 1 Page 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 as per the direction of Engineer incharge CUBIC METER 6219.0 6219.0 56.9 False None None False None False 353861.1 0 3375728 118862 None Volume 1 Page No 111 I.No 2 Formwork, Centering & Scaffloding 50% For Plinth Beams ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 3109.5 3109.5 56.9 False None None False None False 176930.55 0 3375729 118862 None Volume 1 Page 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 as per the direction of Engineer incharge CUBIC METER 6219.0 6219.0 19.52 False None None False None False 121394.88 0 3375730 118862 None Volume 1 Page No 112 I.No 14 Formwork, Centering & Scaffloding 60% For Beams ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 3731.4 3731.4 19.52 False None None False None False 72836.928 0 3375731 118862 None Volume 1 Page 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 as per the direction of Engineer incharge CUBIC METER 6219.0 6219.0 47.08 False None None False None False 292790.52 0 3375732 118862 None Volume 1 Page No112 I.No 15 Formwork, Centering & Scaffloding 50% For Roof Slab & Staircase ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 3109.5 3109.5 47.08 False None None False None False 146395.26 0 3375733 118862 None Volume 1 Page No18 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 as per the direction of Engineer incharge CUBIC METER 6219.0 6219.0 4.1 False None None False None False 25497.9 0 3375734 118862 None Volume 1 Page No 112 I.No 14 Formwork, Centering & Scaffloding 60% For Lintel ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 3731.4 3731.4 4.1 False None None False None False 15298.74 0 3375735 118862 None Volume 1 Page 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 as per the direction of Engineer incharge CUBIC METER 6219.0 6219.0 2.4 False None None False None False 14925.6 0 3375736 118862 None Volume 1 Page No111 I.No 1.b Formwork, Centering & Scaffloding 3% For Sill ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 186.57 186.57 2.4 False None None False None False 447.768 0 3375737 118862 None Volume 1 Page 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 as per the direction of Engineer incharge CUBIC METER 6219.0 6219.0 1.48 False None None False None False 9204.12 0 3375738 118862 None Volume 1 Page No 112 I.No 19 Formwork, Centering & Scaffloding 45% For Chejja ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 2798.55 2798.55 1.48 False None None False None False 4141.854 0 3375739 118862 None Volume 1 Page 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 as per the direction of Engineer incharge t 89457.0 89457.0 23.1 False None None False None False 2066456.7 0 3375740 118862 None Volume 2 Page 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 as per the direction of Engineer incharge CUBIC METER 5611.0 5611.0 6.83 False None None False None False 38323.13 0 3375741 118862 None Volume 2 Page 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 as per the direction of Engineer incharge Sqm 1310.0 1310.0 286.67 False None None False None False 375537.7 0 3375742 118862 None Volume 2 Page 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 as per the direction of Engineer incharge Sqm 1104.0 1104.0 23.25 False None None False None False 25668.0 0 3375743 118862 None Volume2 Page 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 as per the direction of Engineer incharge Sqm 4242.0 4242.0 10.08 False None None False None False 42759.36 0 3375744 118862 None Volume 2 Page No 110 I.No 12.88 Providing & fxing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour havingisolated drainage and reinforced with Galvanized Iron profle 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 fxing of glass shall be of size 20mm x 24mm. Windows shall be provided with 5mm plain foat glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2-2.5 mm. ---- Work should be carried out as per the direction of Engineer incharge Sqm 5390.0 5390.0 36.36 False None None False None False 195980.4 0 3375745 118862 None Volume2 Page 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 as per the direction of Engineer incharge m 318.0 318.0 19.8 False None None False None False 6296.4 0 3375746 118862 None Volume 2 Page 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 as per the direction of Engineer incharge Sqm 2366.0 2366.0 6.3 False None None False None False 14905.8 0 3375747 118862 None Volume 2 Page No 110 I.No 12.88 Providing & fixing of 2track x 2panel sliding door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, 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 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 as per the direction of Engineer incharge Sqm 5390.0 5390.0 1.89 False None None False None False 10187.1 0 3375748 118862 None Volume2 Page 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 as per the direction of Engineer incharge Sqm 241.0 241.0 525.3 False None None False None False 126597.3 0 3375749 118862 None Volume 2 Page 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 as per the direction of Engineer incharge Sqm 100.0 100.0 991.86 False None None False None False 99186.0 0 3375750 118862 None Volume 2 Page No41 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 as per the direction of Engineer incharge Sqm 279.0 279.0 331.73 False None None False None False 92552.67 0 3375751 118862 None Volume 2 Page No 61 I.No 9.17.2 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 as per the direction of Engineer incharge Sqm 1175.0 1175.0 215.12 False None None False None False 252766.0 0 3375752 118862 None Volume 2 Page No 59 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 as per the direction of Engineer incharge Sqm 800.0 800.0 39.42 False None None False None False 31536.0 0 3375753 118862 None Volume 2 Page No 64 I.No 9.34 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. ---- Work should be carried out as per the direction of Engineer incharge Sqm 1545.0 1545.0 141.58 False None None False None False 218741.1 0 3375754 118862 None Volume 2 Page 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 as per the direction of Engineer incharge Sqm 889.0 889.0 22.15 False None None False None False 19691.35 0 3375755 118862 None Volume 2 Page 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 as per the direction of Engineer incharge Sqm 1106.0 1106.0 40.82 False None None False None False 45146.92 0 3375756 118862 None Volume 2 Page No69 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 as per the direction of Engineer incharge Sqm 4006.0 4006.0 10.08 False None None False None False 40380.48 0 3375757 118862 None Volume 2 Page No84 I.No 11.25.2 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 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 as per the direction of Engineer incharge Kg 136.0 136.0 225.58 False None None False None False 30678.88 0 3375758 118862 None Volume 2 Page 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 as per the direction of Engineer incharge Sqm 158.0 158.0 991.84 False None None False None False 156710.72 0 3375759 118862 None Volume 2 Page 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 as per the direction of Engineer incharge Sqm 174.0 174.0 331.73 False None None False None False 57721.02 0 3375760 118862 None Volume 2 Page 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 as per the direction of Engineer incharge Sqm 176.0 176.0 46.44 False None None False None False 8173.44 0 3375761 118862 None Volume2 Page No 55 I.No 8.84 Providing wall black boards in 12mm thick with CM 1:3 and applied with primer& two coats of acrylic emulsion black paint including fnishing etc.,complete. ---- Work should be carried out as per the direction of Engineer incharge Sqm 475.0 475.0 36.0 False None None False None False 17100.0 0 3375762 118862 None Volume 2 Page 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 as per the direction of Engineer incharge Kg 183.0 183.0 763.56 False None None False None False 139731.48 0 1719471171000 1 None None Buildings CONSTRUCTION OF SCHOOL BUILDING FOR KARNATAKA PUBLIC SCHOOL AT BANAHATTI VILLAGE,NARGUND TALUK,GADAG DISTRICT.FF 2623830.06 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3375763 118863 None Volume 1 Page 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 as per the direction of Engineer incharge CUBIC METER 6281.19 6281.19 11.32 False None None False None False 71103.0708 0 3375764 118863 None Volume 1 Page No 111 I.No 9 Formwork, Centering & Scaffloding 70% For Columns ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 4396.83 4396.83 11.32 False None None False None False 49772.1156 0 3375765 118863 None Volume 1 Page 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 as per the direction of Engineer incharge CUBIC METER 6281.19 6281.19 12.88 False None None False None False 80901.7272 0 3375766 118863 None Volume 1 Page No 112 I.No 14 Formwork, Centering & Scaffloding 60% For Beams ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 3768.71 3768.71 12.88 False None None False None False 48540.9848 0 3375767 118863 None Volume 1 Page 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 as per the direction of Engineer incharge CUBIC METER 6281.19 6281.19 30.02 False None None False None False 188561.3238 0 3375768 118863 None Volume 1 Page No 112 I.No 15 Formwork, Centering & Scaffloding 50% For Roof Slab ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 3140.6 3140.6 30.02 False None None False None False 94280.812 0 3375769 118863 None Volume 1 Page 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 as per the direction of Engineer incharge CUBIC METER 6281.19 6281.19 2.66 False None None False None False 16707.9654 0 3375770 118863 None Volume 1 Page No 112 I.No 15 Formwork, Centering & Scaffloding 50% For Roof Slab ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 3140.6 3140.6 2.66 False None None False None False 8353.996 0 3375771 118863 None Volume 1 Page 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 as per the direction of Engineer incharge CUBIC METER 6281.19 6281.19 2.53 False None None False None False 15891.4107 0 3375772 118863 None Volume 1 Page No 112 I.No 14 Formwork, Centering & Scaffloding 60% For Lintel ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 3768.71 3768.71 2.53 False None None False None False 9534.8363 0 3375773 118863 None Volume 1 Page 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 as per the direction of Engineer incharge CUBIC METER 6281.19 6281.19 1.53 False None None False None False 9610.2207 0 3375774 118863 None Volume1 Page 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 as per the direction of Engineer incharge CUBIC METER 6281.19 6281.19 0.98 False None None False None False 6155.5662 0 3375775 118863 None Volume 1 Page No 111 I.No 1b Formwork, Centering & Scaffloding 3% For Sill ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 188.44 188.44 1.53 False None None False None False 288.3132 0 3375776 118863 None Volume 1 Page No 112 I.No 19 Formwork, Centering & Scaffloding 45% For Chejja ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 2826.54 2826.54 0.98 False None None False None False 2770.0092 0 3375777 118863 None Volume 1 Page 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 as per the direction of Engineer incharge Tonne 90351.57 90351.57 7.86 False None None False None False 710163.3402 0 3375778 118863 None Volume 2 Page 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 as per the direction of Engineer incharge Sqm 1323.1 1323.1 223.32 False None None False None False 295474.692 0 3375779 118863 None Volume 2 Page 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 as per the direction of Engineer incharge Sqm 1115.04 1115.04 12.15 False None None False None False 13547.736 0 3375780 118863 None Volume 2 Page 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 as per the direction of Engineer incharge Sqm 4284.42 4284.42 5.04 False None None False None False 21593.4768 0 3375781 118863 None Volume 2 Page No 110 I.No 12.88 Providing & fxing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour havingisolated drainage and reinforced with Galvanized Iron profle 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 fxing of glass shall be of size 20mm x 24mm. Windows shall be provided with 5mm plain foat glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2-2.5 mm. ---- Work should be carried out as per the direction of Engineer incharge Sqm 5443.9 5443.9 20.52 False None None False None False 111708.828 0 3375782 118863 None Volume 2 Page 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 as per the direction of Engineer incharge m 321.18 321.18 20.05 False None None False None False 6439.659 0 3375783 118863 None Volume 2 Page 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 as per the direction of Engineer incharge Sqm 2389.66 2389.66 6.82 False None None False None False 16297.4812 0 3375784 118863 None Volume 2 Page 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-charg ---- Work should be carried out as per the direction of Engineer incharge Sqm 243.41 243.41 341.26 False None None False None False 83066.0966 0 3375785 118863 None Volume 2 Page 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 as per the direction of Engineer incharge Sqm 101.0 101.0 651.56 False None None False None False 65807.56 0 3375786 118863 None Volume 2 Page 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 as per the direction of Engineer incharge Sqm 297.95 297.95 276.17 False None None False None False 82284.8515 0 3375787 118863 None Volume 2 Page 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 as per the direction of Engineer incharge Sqm 1186.75 1186.75 111.04 False None None False None False 131776.72 0 3375788 118863 None Volume 2 Page No 64 I.No 9.34 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. ---- Work should be carried out as per the direction of Engineer incharge Sqm 1560.45 1560.45 72.79 False None None False None False 113585.1555 0 3375789 118863 None Volume 2 Page 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 as per the direction of Engineer incharge Sqm 370.67 370.67 32.57 False None None False None False 12072.7219 0 3375790 118863 None Volume 2 Page 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 as per the direction of Engineer incharge CUBIC METER 2037.17 2037.17 13.45 False None None False None False 27399.9365 0 3375791 118863 None Volume 2 Page 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 as per the direction of Engineer incharge Sqm 897.89 897.89 22.76 False None None False None False 20435.9764 0 3375792 118863 None Volume2 Page 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 as per the direction of Engineer incharge Sqm 1117.06 1117.06 39.63 False None None False None False 44269.0878 0 3375793 118863 None Volume 2 Page No 84 I.No 11.25.2 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 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 as per the direction of Engineer incharge Kg 137.36 137.36 148.36 False None None False None False 20378.7296 0 3375794 118863 None Volume 2 Page No46 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 as per the direction of Engineer incharge Sqm 159.58 159.58 651.56 False None None False None False 103975.9448 0 3375795 118863 None Volume 2 Page 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 as per the direction of Engineer incharge Sqm 175.74 175.74 277.61 False None None False None False 48787.1814 0 3375796 118863 None Volume 2 Page 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-char ---- Work should be carried out as per the direction of Engineer incharge Sqm 177.76 177.76 23.04 False None None False None False 4095.5904 0 3375797 118863 None Volume 2 Page No 55 I.No 8.84 Providing wall black boards in 12mm thick with CM 1:3 and applied with primer& two coats of acrylic emulsion black paint including fnishing etc.,complete. ---- Work should be carried out as per the direction of Engineer incharge Sqm 475.0 475.0 18.0 False None None False None False 8550.0 0 3375798 118863 None Volume 2 Page 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 as per the direction of Engineer incharge Kg 184.83 184.83 430.92 False None None False None False 79646.9436 0 1719471171000 0 None None Buildings CONSTRUCTION OF SCHOOL BUILDING FOR KARNATAKA PUBLIC SCHOOL AT BANAHATTI VILLAGE,NARGUND TALUK,GADAG DISTRICT.WS & S 647756.6 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3375799 118864 None Volume 2 Page 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 as per the direction of Engineer incharge Nos 299.0 299.0 20.0 False None None False None False 5980.0 0 3375800 118864 None Volume 2 Page 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 as per the direction of Engineer incharge Nos 314.0 314.0 16.0 False None None False None False 5024.0 0 3375801 118864 None Volume 2 Page 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 as per the direction of Engineer incharge Nos 4884.0 4884.0 4.0 False None None False None False 19536.0 0 3375802 118864 None Volume 2 Page 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 as per the direction of Engineer incharge Nos. 4838.0 4838.0 1.0 False None None False None False 4838.0 0 3375803 118864 None Volume 2 Page 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 ---- Work should be carried out as per the direction of Engineer incharge Nos 9455.0 9455.0 2.0 False None None False None False 18910.0 0 3375804 118864 None Volume 2 Page 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 as per the direction of Engineer incharge Nos 4113.0 4113.0 14.0 False None None False None False 57582.0 0 3375805 118864 None Volume 2 Page 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 as per the direction of Engineer incharge Nos 1423.0 1423.0 14.0 False None None False None False 19922.0 0 3375806 118864 None Volume 2 Page No137 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 as per the direction of Engineer incharge Each 496.0 496.0 8.0 False None None False None False 3968.0 0 3375807 118864 None Volume 2 Page 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 as per the direction of Engineer incharge Nos 1018.0 1018.0 14.0 False None None False None False 14252.0 0 3375808 118864 None Volume 2 Page 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 as per the direction of Engineer incharge m 242.0 242.0 60.0 False None None False None False 14520.0 0 3375809 118864 None Volume 2 Page 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 as per the direction of Engineer incharge m 318.0 318.0 60.0 False None None False None False 19080.0 0 3375810 118864 None Volume 2 Page 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 as per the direction of Engineer incharge m 400.0 400.0 60.0 False None None False None False 24000.0 0 3375811 118864 None Volume 2 Page 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 as per the direction of Engineer incharge m 781.0 781.0 135.0 False None None False None False 105435.0 0 3375812 118864 None Volume 2 Page 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 ---- Work should be carried out as per the direction of Engineer incharge Nos 855.0 855.0 45.0 False None None False None False 38475.0 0 3375813 118864 None Volume 2 Page 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 as per the direction of Engineer incharge Nos. 110.0 110.0 45.0 False None None False None False 4950.0 0 3375814 118864 None Volume 2 Page 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 as per the direction of Engineer incharge Ltr 9.0 9.0 5000.0 False None None False None False 45000.0 0 3375815 118864 None Volume 5 Page No A-44 I.No 660 PVC pipes of 8 Kg/cm2 for 140mm(3.097) ---- Work should be carried out as per the direction of Engineer incharge m 456.0 456.0 150.4 False None None False None False 68582.4 0 3375816 118864 None Volume 5 Page No A-44 I.No 664 PVC pipes of 10 Kg/cm2 for 200mm ---- Work should be carried out as per the direction of Engineer incharge m 1155.0 1155.0 60.0 False None None False None False 69300.0 0 3375817 118864 None Volume 2 Page No 125 I.No 13 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 as per the direction of Engineer incharge m 568.0 568.0 30.4 False None None False None False 17267.2 0 3375818 118864 None Volume 5 Page No 208 I.No 61.60.1 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 as per the direction of Engineer incharge Nos 8134.0 8134.0 2.0 False None None False None False 16268.0 0 3375819 118864 None Volume 5 Page 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 as per the direction of Engineer incharge Nos 29047.0 29047.0 1.0 False None None False None False 29047.0 0 3375820 118864 None Volume 2 Page No 136 I.No 14.29 Providing and fixing 100 mm sand cast Iron grating for gully trap. ---- Work should be carried out as per the direction of Engineer incharge Nos 47.0 47.0 20.0 False None None False None False 940.0 0 3375821 118864 None Volume2 Page 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 as per the direction of Engineer incharge Nos 44.0 44.0 20.0 False None None False None False 880.0 0 3375822 118864 None Volume 5(WS&UGD) Page No 247 I.No 21.1.2.3 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 For 50 LPH : Cabin Type ---- Work should be carried out as per the direction of Engineer incharge Each 44000.0 44000.0 1.0 False None None False None False 44000.0 0 1719471171000 0 None None Buildings CONSTRUCTION OF SCHOOL BUILDING FOR KARNATAKA PUBLIC SCHOOL AT BANAHATTI VILLAGE,NARGUND TALUK,GADAG DISTRICT. ELE 749981.3 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3375823 118865 None Volume 6 I.No 1.2.1 Supplying heavy gauge PVC conduit pipe mm dia.mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary19/20 mm dia 2 mm thick ---- Work should be carried out as per the direction of Engineer incharge m 66.0 66.0 240.0 False None None False None False 15840.0 0 3375824 118865 None Volume 6 I.No 1.2.2 Supplying heavy gauge PVC conduit pipe mm dia.mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 25 mm dia 2 mm thick ---- Work should be carried out as per the direction of Engineer incharge m 78.0 78.0 180.0 False None None False None False 14040.0 0 3375825 118865 None Volume 6 I.No1.5.1 Supplying and fixing PVC/metal conduit Deep junction box19/20 mm deep Junction box ---- Work should be carried out as per the direction of Engineer incharge Each 49.0 49.0 190.0 False None None False None False 9310.0 0 3375826 118865 None Volume 6 I.No 1.5.2 Supplying and fixing PVC/metal conduit Deep junction box 25 mm deep Junction box ---- Work should be carried out as per the direction of Engineer incharge Each 56.0 56.0 90.0 False None None False None False 5040.0 0 3375827 118865 None Volume 6 I.No 1.3.1 Supplying heavy gauge PVC Conduit Pipe . dia mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.19/20 mm dia 2 mm thic ---- Work should be carried out as per the direction of Engineer incharge m 68.0 68.0 180.0 False None None False None False 12240.0 0 3375828 118865 None Volume 6 I.No 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.25 mm dia 2 mm thick ---- Work should be carried out as per the direction of Engineer incharge m 79.0 79.0 120.0 False None None False None False 9480.0 0 3375829 118865 None Volume 6 I.No1.12 Supplying And Fixing Metal Fan Box with Round Hook. ---- Work should be carried out as per the direction of Engineer incharge No 160.0 160.0 40.0 False None None False None False 6400.0 0 3375830 118865 None Volume 6 I.No 2.2.1 Point wiring using Copper wire without switch.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 as per the direction of Engineer incharge Point 269.0 269.0 120.0 False None None False None False 32280.0 0 3375831 118865 None Volume 6 I.No 2.2.2 Point wiring using Copper wire without switchSupplying 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 as per the direction of Engineer incharge Point 379.0 379.0 60.0 False None None False None False 22740.0 0 3375832 118865 None Volume 6 I.No 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 wall1-3 Way ---- Work should be carried out as per the direction of Engineer incharge Each 138.0 138.0 60.0 False None None False None False 8280.0 0 3375833 118865 None Volume6 I.No 3.4.2 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall ---- Work should be carried out as per the direction of Engineer incharge Each 177.0 177.0 30.0 False None None False None False 5310.0 0 3375834 118865 None Volume 6 I.No 3.4.3 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 6 Way ---- Work should be carried out as per the direction of Engineer incharge Each 220.0 220.0 12.0 False None None False None False 2640.0 0 3375835 118865 None Volume 6 I.No 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 as per the direction of Engineer incharge Each 261.0 261.0 12.0 False None None False None False 3132.0 0 3375836 118865 None Volume 6 I.No 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 as per the direction of Engineer incharge Each 161.0 161.0 12.0 False None None False None False 1932.0 0 3375837 118865 None Volume 6 I.No 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 as per the direction of Engineer incharge Each 175.0 175.0 20.0 False None None False None False 3500.0 0 3375838 118865 None Volume6 I.No 3.5.4 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box.6 Module ---- Work should be carried out as per the direction of Engineer incharge Each 234.0 234.0 12.0 False None None False None False 2808.0 0 3375839 118865 None Volume 6 I.No3.5.5 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 as per the direction of Engineer incharge Each 284.0 284.0 20.0 False None None False None False 5680.0 0 3375840 118865 None Volume 6 I.No 3.6.1 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.6A One Way Switch ---- Work should be carried out as per the direction of Engineer incharge Each 102.0 102.0 120.0 False None None False None False 12240.0 0 3375841 118865 None Volume 6 I.No3.6.2 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 as per the direction of Engineer incharge Each 166.0 166.0 8.0 False None None False None False 1328.0 0 3375842 118865 None Volume 6 I.No 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 as per the direction of Engineer incharge Each 171.0 171.0 40.0 False None None False None False 6840.0 0 3375843 118865 None Volume 6 I.No 3.6.4 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.Stepped Fan Regulator Two Module ---- Work should be carried out as per the direction of Engineer incharge Each 357.0 357.0 40.0 False None None False None False 14280.0 0 3375844 118865 None Volume 6 I.No 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 as per the direction of Engineer incharge Each 177.0 177.0 4.0 False None None False None False 708.0 0 3375845 118865 None Volume 6 I.No3.6.9 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 as per the direction of Engineer incharge Each 326.0 326.0 16.0 False None None False None False 5216.0 0 3375846 118865 None Volume 6 I.No 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 as per the direction of Engineer incharge Each 236.0 236.0 16.0 False None None False None False 3776.0 0 3375847 118865 None Volume 6 I.No 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 as per the direction of Engineer incharge No 15.0 15.0 80.0 False None None False None False 1200.0 0 3375848 118865 None Volume 6 I.No 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 as per the direction of Engineer incharge No 21.0 21.0 70.0 False None None False None False 1470.0 0 3375849 118865 None Volume6 I.No 2.3.2 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.1.5 mm2 ---- Work should be carried out as per the direction of Engineer incharge m 26.0 26.0 400.0 False None None False None False 10400.0 0 3375850 118865 None Volume 6 I.No2.3.3 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 as per the direction of Engineer incharge m 42.0 42.0 400.0 False None None False None False 16800.0 0 3375851 118865 None Volume 6 I.No 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 as per the direction of Engineer incharge m 63.0 63.0 300.0 False None None False None False 18900.0 0 3375852 118865 None Volume 6 I.No 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 as per the direction of Engineer incharge m 92.0 92.0 300.0 False None None False None False 27600.0 0 3375853 118865 None Volume6 I.No5.7.4 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 as per the direction of Engineer incharge Each 691.0 691.0 8.0 False None None False None False 5528.0 0 3375854 118865 None Volume 6 I.No 5.18.1 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.6-32 A SP ---- Work should be carried out as per the direction of Engineer incharge Each 415.0 415.0 12.0 False None None False None False 4980.0 0 3375855 118865 None Volume 6 I.No 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 as per the direction of Engineer incharge Each 739.0 739.0 12.0 False None None False None False 8868.0 0 3375856 118865 None Volume 6 I.No 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 as per the direction of Engineer incharge Each 1102.0 1102.0 10.0 False None None False None False 11020.0 0 3375857 118865 None Volume 6 I.No 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 as per the direction of Engineer incharge Each 1717.0 1717.0 4.0 False None None False None False 6868.0 0 3375858 118865 None Volume 6 I.No 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.II - Double Door6 Way SP & N ---- Work should be carried out as per the direction of Engineer incharge Each 1791.0 1791.0 4.0 False None None False None False 7164.0 0 3375859 118865 None Volume 6 I.No 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.III - Double Door8 Way TP & N ---- Work should be carried out as per the direction of Engineer incharge Each 6091.0 6091.0 4.0 False None None False None False 24364.0 0 3375860 118865 None Volume 6 I.No5.15.9 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.FOUR Pole100 A 25 kA ---- Work should be carried out as per the direction of Engineer incharge Each 8487.0 8487.0 1.0 False None None False None False 8487.0 0 3375861 118865 None Volume 6 I.No5.15.11 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.FOUR Pole160 A 25 kA ---- Work should be carried out as per the direction of Engineer incharge Each 13447.0 13447.0 1.0 False None None False None False 13447.0 0 3375862 118865 None Volume6 I.No 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 as per the direction of Engineer incharge Each 4277.0 4277.0 4.0 False None None False None False 17108.0 0 3375863 118865 None Volume 6 I.No 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 as per the direction of Engineer incharge Each 5545.0 5545.0 4.0 False None None False None False 22180.0 0 3375864 118865 None Volume 6 I.No 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 as per the direction of Engineer incharge Each 6881.0 6881.0 1.0 False None None False None False 6881.0 0 3375865 118865 None Volume 6 I.No 6.3.1 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.48" Sweep (1200 mm) Regular model ---- Work should be carried out as per the direction of Engineer incharge Each 2984.0 2984.0 32.0 False None None False None False 95488.0 0 3375866 118865 None Volume 6 I.No 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 as per the direction of Engineer incharge Each 315.0 315.0 32.0 False None None False None False 10080.0 0 3375867 118865 None Volume 6 I.No 13.12 Extra length of GI pipe of class B 19mm dia for down rod. ---- Work should be carried out as per the direction of Engineer incharge Each 197.0 197.0 32.0 False None None False None False 6304.0 0 3375868 118865 None Volume 6 I.No 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 as per the direction of Engineer incharge Each 551.0 551.0 20.0 False None None False None False 11020.0 0 3375869 118865 None Volume 6 I.No 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 as per the direction of Engineer incharge Each 690.0 690.0 20.0 False None None False None False 13800.0 0 3375870 118865 None Volume 6 I.No 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 as per the direction of Engineer incharge No 71.0 71.0 30.0 False None None False None False 2130.0 0 3375871 118865 None Volume6 I.No11.11.7 Supplying & fixing of retrofit type - LED bulb . W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI70%. efficacy 80 lumen per W, life 25000 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 as per the direction of Engineer incharge Each 426.0 426.0 4.0 False None None False None False 1704.0 0 3375872 118865 None Volume 6 I.No 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, CRI70%. efficacy 100 lumen per W, 120degree beam spread, life25000 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.15-18W ---- Work should be carried out as per the direction of Engineer incharge Each 1671.0 1671.0 40.0 False None None False None False 66840.0 0 3375873 118865 None Volume 6 I.No13.7.1 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 as per the direction of Engineer incharge Each 122.0 122.0 116.0 False None None False None False 14152.0 0 3375874 118865 None Volume 6 I.No 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 defectLED Streetlight 90 W ---- Work should be carried out as per the direction of Engineer incharge No 8860.0 8860.0 2.0 False None None False None False 17720.0 0 3375875 118865 None Volume 6 I.No 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 as per the direction of Engineer incharge Each 1203.0 1203.0 2.0 False None None False None False 2406.0 0 3375876 118865 None Volume 6 I.No 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 as per the direction of Engineer incharge Each 9255.0 9255.0 1.0 False None None False None False 9255.0 0 3375877 118865 None Volume 6 I.No 5.29 Supplying, fixing and wiring 3 Phase Digital Ammeter /Voltmeter ---- Work should be carried out as per the direction of Engineer incharge Each 1425.0 1425.0 1.0 False None None False None False 1425.0 0 3375878 118865 None Volume 6 I.No 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 as per the direction of Engineer incharge Each 562.0 562.0 1.0 False None None False None False 562.0 0 3375879 118865 None Volume 6 I.No5.35 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 as per the direction of Engineer incharge Each 5705.0 5705.0 1.0 False None None False None False 5705.0 0 3375880 118865 None Volume 6I.No5.38 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 as per the direction of Engineer incharge Each 515.0 515.0 3.0 False None None False None False 1545.0 0 3375881 118865 None Volume 6 I.No 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., complete100 A 4 x 30 x 6 mm Aluminium Strips ---- Work should be carried out as per the direction of Engineer incharge m 2465.0 2465.0 1.8 False None None False None False 4437.0 0 3375882 118865 None Volume 6 I.No 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 as per the direction of Engineer incharge Sq CM 0.43 0.43 18000.0 False None None False None False 7740.0 0 3375883 118865 None Volume6 I.No 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-397550 Sqmm, 3.5 Core, (16 GI Strips - 4 x 0.8 mm) ---- Work should be carried out as per the direction of Engineer incharge Km 178973.0 178973.0 0.1 False None None False None False 17897.3 0 3375884 118865 None Volume 1 I.No 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 mIn Ordinary Soil ---- Work should be carried out as per the direction of Engineer incharge CUBIC METER 262.0 262.0 60.0 False None None False None False 15720.0 0 3375885 118865 None Volume 6 I.No 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 as per the direction of Engineer incharge m 305.0 305.0 6.0 False None None False None False 1830.0 0 3375886 118865 None Volume6 I.No 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 as per the direction of Engineer incharge m 395.0 395.0 6.0 False None None False None False 2370.0 0 3375887 118865 None Volume6 I.No6.1 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 as per the direction of Engineer incharge Each 1492.0 1492.0 4.0 False None None False None False 5968.0 0 3375888 118865 None Volume 6 I.No13.13 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 as per the direction of Engineer incharge Each 707.0 707.0 4.0 False None None False None False 2828.0 0 3375889 118865 None Volume 6 I.No 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 as per the direction of Engineer incharge No 2172.0 2172.0 4.0 False None None False None False 8688.0 0 3375890 118865 None Volume 6 I.No 15.05 Bentonite clay slurry for earthing in 50 Kg Bag ---- Work should be carried out as per the direction of Engineer incharge Bag 368.0 368.0 3.0 False None None False None False 1104.0 0 3375891 118865 None Volume 6 I.No 15.02 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each ---- Work should be carried out as per the direction of Engineer incharge No 676.0 676.0 3.0 False None None False None False 2028.0 0 3375892 118865 None Volume 6 I.No 15.03 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag ---- Work should be carried out as per the direction of Engineer incharge Bag 310.0 310.0 3.0 False None None False None False 930.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1719471171000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1719471171000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1719471171000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of kppp on or before the last date and time of bid submission. None 1719471171000 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 1719471171000 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 1719471171000 0 None None ELIGIBILITY Tender invited only for eligible contractors registered under Karnataka Public Works Dept None 1719471171000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1719471171000 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 1719471171000 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 1719471171000 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 1719471171000 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 1719471171000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason None 1719471171000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing kpp portal None 1719471171000 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 1719471171000 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 1719471171000 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 1719471171000 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 1719471171000 0 None None ELIGIBILITY Department will not supply any materials. None 1719471171000 0 None None ELIGIBILITY The cost of the Tender form shall not be refundable. None 1719471171000 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 1719471171000 0 None None ELIGIBILITY Epayment Challan should be Scanned None 1719471171000 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 1719471171000 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 1719471171000 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 1719471171000 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 1719471171000 0 None None ELIGIBILITY The item rates are excluding GST but inclusive of all other charges. None 1719471171000 0 None None ELIGIBILITY GST shall be paid to the tendered amount separately. None 1719471171000 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 1719471171000 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 1719471171000 0 None None ELIGIBILITY Work Completion/Execution Period : 11 Months None 1719471171000 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 1719471171000 0 None None ELIGIBILITY Star rates are applicable, As per the Government Circular No. PWD 159 CRM 2009 Bangalore dated 30-9-2010 None 1719471171000 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 1719471171000 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 1719487157000 0 None None ELIGIBILITY LOC should be preescribed formate-2, If not then the tender will not be accepted 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.,2019-20,2020-21,2021-22,2022-23 and 2023-24 Satisfactorily completed as prime contractor, at least one similar work such as Construction of Building Works of value not less then Rs 58.39 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-872.14 Cum 2)Concrete work (Including PCC/RCC)-297.61 Cum 3)Steel-24.77 Tonne 4)Solid concrete blocks/BBM/UCR/SSM-89.89 Cum 5)Plastering-685.62 Sqm 6) Flooring-343.80 Sqm 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 2024-25 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 2024-25 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.,2019-20,2020-21,2021-22,2022-23 and 2023-24, (a) acheived in at least two financial years a minimum financial turnover of Rs. 233.55 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 2024-25 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 2024-25) 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. 31.85 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 Rs.2,00,000 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)1,00,000 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 Value at 2024-25 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 2024-25), (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 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 Information of the works for which Tender acceptance letters are received. 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 Quantity wise workdone certificate True Technical Bid Existing commitments & ongoing works list True Technical Bid LOC should be preescribed formate-2, If not then the tender will not be accepted True Technical Bid Bid Capacity on Contractor Letter Head True Technical Bid Similar Nature of workdone certificate True Technical Bid Other related documents True Technical Bid Personal details True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1719833265000 version 0 createdDate None modifiedDate None blockNumber Executive engineer office pwd division Gadag street None city Gadag state Karnataka pin 582101
tenderRecallDTO	None