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noticeInvitingTenderDTO	createdTs 1706962521687 version 5 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 2800.00 emd 200000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 16-02-2024 16:00:00 tenderQueryClose 15-02-2024 17:30:00 technicalBidOpen 17-02-2024 16:05:00 publishedDate 08-02-2024 12:18:55 publishedByPost PWD_EE_DIV_GAD publishedByUser KPE11642 - V N PATIL bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 09-02-2024 17:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson EE PWD GADAG 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 8372238782 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1706962521715 version 9 createdDate None modifiedDate None tenderNumber PWD/2023-24/BD/WORK_INDENT6916 title CONSTRUCTION OF 6 CLASSROOMS AT 1ST AND 2ND FLOOR OF GOVT PU COLLEGE AT BELLATTI VILLAGE, SHIRAHATTI TALUK, GADAG DISTRICT description CONSTRUCTION OF 6 CLASSROOMS AT 1ST AND 2ND FLOOR OF GOVT PU COLLEGE AT BELLATTI VILLAGE, SHIRAHATTI TALUK, GADAG DISTRICT category WORKS categoryText Works ecv 11174725.83 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1682 locationName PWD Division Office Gadaga provisionalAmount 14000000.0 groupOverheadTotal 0.0 fileNumber AEE/PWD/SHI/BD/GOVTPU/2023-24/3
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1706962522000 0 None None Buildings Sub Estimate-I First Floor Civil Works 3891055.75 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2423674 72734 None Vol 1 Page No 18 Item 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, For Columns ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6281.19 6281.19 10.72 False None None False None False 67334.3568 0 2423675 72734 None Vol 1 Page No 111 Item No 9 Formwork, Centering & Scaffloding 70% For Columns ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4396.83 4396.83 10.72 False None None False None False 47134.0176 0 2423676 72734 None Vol 1 Page No 18 Item 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, For Beams & Lintel ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6281.19 6281.19 21.18 False None None False None False 133035.6042 0 2423677 72734 None Vol 1 Page No 112 Item No 14 Formwork, Centering & Scaffloding 60% For Beams & Lintel ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3768.71 3768.71 21.18 False None None False None False 79821.2778 0 2423678 72734 None Vol 1 Page No 18 Item 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, For Roof Slab ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6281.19 6281.19 43.45 False None None False None False 272917.7055 0 2423679 72734 None Vol 1 Page No 112 Item No 15 Formwork, Centering & Scaffloding 50% For Roof Slab ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3140.6 3140.6 43.45 False None None False None False 136459.07 0 2423680 72734 None Vol 1 Page No 18 Item 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, For Roof Staircase ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6281.19 6281.19 3.73 False None None False None False 23428.8387 0 2423681 72734 None Vol 1 Page No 112 Item No 16 Formwork, Centering & Scaffloding 50% For Roof Staircase ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3140.6 3140.6 3.73 False None None False None False 11714.438 0 2423682 72734 None Vol 1 Page No 18 Item 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 M20 Grade, For Sill ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6163.02 6163.02 1.86 False None None False None False 11463.2172 0 2423683 72734 None Vol 1 Page No 111 Item No 1b Formwork, Centering & Scaffloding 3% For Sill ---- Work should be carried out as per the direction of engineer incharge of work. Cum 184.89 184.89 1.86 False None None False None False 343.8954 0 2423684 72734 None Vol 1 Page No 18 Item 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 of work. Cum 6281.19 6281.19 0.76 False None None False None False 4773.7044 0 2423685 72734 None Vol 1 Page No 112 Item No 19 Formwork, Centering & Scaffloding 45% For Chejja ---- Work should be carried out as per the direction of engineer incharge of work. Cum 2826.54 2826.54 0.76 False None None False None False 2148.1704 0 2423686 72734 None Vol 1 Page No 18 Item No 2.11a 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. ---- Work should be carried out as per the direction of engineer incharge of work. t 90351.57 90351.57 11.22 False None None False None False 1013744.6154 0 2423687 72734 None Vol 2 Page No 17 Item 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 of work. Sqm 1323.1 1323.1 288.84 False None None False None False 382164.204 0 2423688 72734 None Vol 2 Page No 44 Item No 8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1250.38 1250.38 20.04 False None None False None False 25057.6152 0 2423689 72734 None Vol 2 Page No 77 Item 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 of work. Sqm 4284.42 4284.42 8.64 False None None False None False 37017.3888 0 2423690 72734 None Vol 2 Page No 86 Item No 11.34A 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 steel windows by welding ---- Work should be carried out as per the direction of engineer incharge of work. Kg 169.68 169.68 2471.67 False None None False None False 419392.9656 0 2423691 72734 None Vol 2 Page No 109 Item No 12.86 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC (Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 50mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm X 57mm 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 21.5mm x 9.5 mm. 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 1.8+-0.2 mm. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 5443.9 5443.9 29.25 False None None False None False 159234.075 0 2423692 72734 None Vol 2 Page No 41 Item 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 of work. Sqm 243.41 243.41 344.37 False None None False None False 83823.1017 0 2423693 72734 None Vol 2 Page No 50 Item No 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 101.0 101.0 773.2 False None None False None False 78093.2 0 2423694 72734 None Vol 2 Page No 41 Item 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. (Out side) ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 281.79 281.79 514.4 False None None False None False 144952.776 0 2423695 72734 None Vol 2 Page No 61 Item 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. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1186.75 1186.75 228.34 False None None False None False 270982.495 0 2423696 72734 None Vol 2 Page No 64 Item No 9.36 Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1666.5 1666.5 118.42 False None None False None False 197346.93 0 2423697 72734 None Vol 2 Page No 84 Item No 11.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge ---- Work should be carried out as per the direction of engineer incharge of work. Kg 139.38 139.38 170.8 False None None False None False 23806.104 0 2423698 72734 None Vol 2 Page No 46 Item 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 of work. Sqm 159.58 159.58 773.2 False None None False None False 123387.256 0 2423699 72734 None Vol 2 Page No 46 Item No 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paer 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 of work. Sqm 175.74 175.74 569.12 False None None False None False 100017.1488 0 2423700 72734 None Vol 2 Page No 47 Item 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 of work. Sqm 177.76 177.76 172.52 False None None False None False 30667.1552 0 2423701 72734 None Vol 2 Page No 55 Item 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 finishing etc.,complete ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 479.75 479.75 22.5 False None None False None False 10794.375 0 1706962522000 0 None None Buildings Sub Estimate-II Second Floor Civil Works 3743019.19 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2423702 72735 None Vol 1 Page No 18 Item 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, For Columns ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6343.38 6343.38 10.72 False None None False None False 68001.0336 0 2423703 72735 None Vol 1 Page No 111 Item No 9 Formwork, Centering & Scaffloding 70% For Columns ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4440.37 4440.37 10.72 False None None False None False 47600.7664 0 2423704 72735 None Vol 1 Page No 18 Item 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, For Beams & Lintel ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6343.38 6343.38 21.18 False None None False None False 134352.7884 0 2423705 72735 None Vol 1 Page No 112 Item No 14 Formwork, Centering & Scaffloding 60% For Beams & Lintel ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3806.03 3806.03 21.18 False None None False None False 80611.7154 0 2423706 72735 None Vol 1 Page No 18 Item 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, For Roof Slab ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6343.38 6343.38 43.45 False None None False None False 275619.861 0 2423707 72735 None Vol 1 Page No 112 Item No 15 Formwork, Centering & Scaffloding 50% For Roof Slab ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3171.69 3171.69 43.45 False None None False None False 137809.9305 0 2423708 72735 None Vol 1 Page No 18 Item 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, For Roof Staircase ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6343.38 6343.38 3.73 False None None False None False 23660.8074 0 2423709 72735 None Vol 1 Page No 112 Item No 16 Formwork, Centering & Scaffloding 50% For Roof Staircase ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3171.69 3171.69 3.73 False None None False None False 11830.4037 0 2423710 72735 None Vol 1 Page No 18 Item 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 M20 Grade, For Sill ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6224.04 6224.04 1.86 False None None False None False 11576.7144 0 2423711 72735 None Vol 1 Page No 111 Item No 1b Formwork, Centering & Scaffloding 3% For Sill ---- Work should be carried out as per the direction of engineer incharge of work. Cum 186.72 186.72 1.86 False None None False None False 347.2992 0 2423712 72735 None Vol 1 Page No 18 Item 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 of work. Cum 6343.38 6343.38 0.76 False None None False None False 4820.9688 0 2423713 72735 None Vol 1 Page No 112 Item No 19 Formwork, Centering & Scaffloding 45% For Chejja ---- Work should be carried out as per the direction of engineer incharge of work. Cum 2854.52 2854.52 0.76 False None None False None False 2169.4352 0 2423714 72735 None Vol 1 Page No 18 Item No 2.11a 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. ---- Work should be carried out as per the direction of engineer incharge of work. t 91246.14 91246.14 11.22 False None None False None False 1023781.6908 0 2423715 72735 None Vol 2 Page No 17 Item 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 of work. Sqm 1336.2 1336.2 288.84 False None None False None False 385948.008 0 2423716 72735 None Vol 2 Page No 44 Item No 8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1262.76 1262.76 20.04 False None None False None False 25305.7104 0 2423717 72735 None Vol 2 Page No 77 Item 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 of work. Sqm 4326.84 4326.84 8.64 False None None False None False 37383.8976 0 2423718 72735 None Vol 2 Page No 86 Item No 11.34A 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 steel windows by welding ---- Work should be carried out as per the direction of engineer incharge of work. Kg 171.36 171.36 1342.32 False None None False None False 230019.9552 0 2423719 72735 None Vol 2 Page No 109 Item No 12.86 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC (Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 50mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm X 57mm 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 21.5mm x 9.5 mm. 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 1.8+-0.2 mm. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 5497.8 5497.8 29.25 False None None False None False 160810.65 0 2423720 72735 None Vol 2 Page No 41 Item 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 of work. Sqm 245.82 245.82 344.37 False None None False None False 84653.0334 0 2423721 72735 None Vol 2 Page No 50 Item No 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 102.0 102.0 773.2 False None None False None False 78866.4 0 2423722 72735 None Vol 2 Page No 41 Item 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. (Out side) ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 284.58 284.58 522.29 False None None False None False 148633.2882 0 2423723 72735 None Vol 2 Page No 61 Item 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. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1198.5 1198.5 228.34 False None None False None False 273665.49 0 2423724 72735 None Vol 2 Page No 64 Item No 9.36 Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1683.0 1683.0 127.92 False None None False None False 215289.36 0 2423725 72735 None Vol 2 Page No 84 Item No 11.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge ---- Work should be carried out as per the direction of engineer incharge of work. Kg 140.76 140.76 170.8 False None None False None False 24041.808 0 2423726 72735 None Vol 2 Page No 46 Item 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 of work. Sqm 161.16 161.16 773.2 False None None False None False 124608.912 0 2423727 72735 None Vol 2 Page No 46 Item No 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paer 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 of work. Sqm 177.48 177.48 577.01 False None None False None False 102407.7348 0 2423728 72735 None Vol 2 Page No 47 Item 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 of work. Sqm 179.52 179.52 101.94 False None None False None False 18300.2688 0 2423729 72735 None Vol 2 Page No 55 Item 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 finishing etc.,complete ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 484.5 484.5 22.5 False None None False None False 10901.25 0 1706962522000 0 None None Buildings Sub Estimate-III Terrace Floor Civil Works 866681.33 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2423730 72736 None Vol 1 Page No 18 Item 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 of work. Cum 6405.57 6405.57 4.23 False None None False None False 27095.5611 0 2423731 72736 None Vol 1 Page No 111 Item No 9 Formwork, Centering & Scaffloding 70% For Columns ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4483.9 4483.9 4.23 False None None False None False 18966.897 0 2423732 72736 None Vol 1 Page No 18 Item 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 of work. Cum 6405.57 6405.57 2.13 False None None False None False 13643.8641 0 2423733 72736 None Vol 1 Page No 112 Item No 14 Formwork, Centering & Scaffloding 60% For Beams ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3843.34 3843.34 2.13 False None None False None False 8186.3142 0 2423734 72736 None Vol 1 Page No 18 Item 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 of work. Cum 6405.57 6405.57 3.83 False None None False None False 24533.3331 0 2423735 72736 None Vol 1 Page No 112 Item No 15 Formwork, Centering & Scaffloding 50% For Roof Slab ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3202.79 3202.79 3.83 False None None False None False 12266.6857 0 2423736 72736 None Vol 1 Page No 18 Item 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 of work. Cum 6405.57 6405.57 0.78 False None None False None False 4996.3446 0 2423737 72736 None Vol 1 Page No 112 Item No 14 Formwork, Centering & Scaffloding 60% For Lintel ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3843.34 3843.34 0.78 False None None False None False 2997.8052 0 2423738 72736 None Vol 1 Page No 18 Item 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 M20 Grade, For Sill ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6285.06 6285.06 0.37 False None None False None False 2325.4722 0 2423739 72736 None Vol 1 Page No 112 Item No 14 Formwork, Centering & Scaffloding 3% For Sill ---- Work should be carried out as per the direction of engineer incharge of work. Cum 188.55 188.55 0.37 False None None False None False 69.7635 0 2423740 72736 None Vol 1 Page No 18 Item 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 of work. Cum 6405.57 6405.57 0.11 False None None False None False 704.6127 0 2423741 72736 None Vol 1 Page No 112 Item No 19 Formwork, Centering & Scaffloding 45% For Chejja ---- Work should be carried out as per the direction of engineer incharge of work. Cum 2882.51 2882.51 0.11 False None None False None False 317.0761 0 2423742 72736 None Vol 1 Page No 18 Item 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 of work. t 92140.71 92140.71 1.64 False None None False None False 151110.7644 0 2423743 72736 None Vol 2 Page No 17 Item 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 of work. Sqm 1349.3 1349.3 140.41 False None None False None False 189455.213 0 2423744 72736 None Vol 2 Page No 86 Item 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 of work. Kg 188.49 188.49 36.0 False None None False None False 6785.64 0 2423745 72736 None Vol 2 Page No 77 Item 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 of work. Sqm 4369.26 4369.26 2.52 False None None False None False 11010.5352 0 2423746 72736 None Vol 2 Page No 109 Item No 12.86 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC (Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 50mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm X 57mm 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 21.5mm x 9.5 mm. 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 1.8+-0.2 mm. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 5551.7 5551.7 2.25 False None None False None False 12491.325 0 2423747 72736 None Vol 2 Page No 41 Item 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 of work. Sqm 248.23 248.23 58.61 False None None False None False 14548.7603 0 2423748 72736 None Vol 2 Page No 50 Item No 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 103.0 103.0 105.55 False None None False None False 10871.65 0 2423749 72736 None Vol 2 Page No 41 Item No 8.2.1 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 303.85 303.85 293.39 False None None False None False 89146.5515 0 2423750 72736 None Vol 2 Page No 151 Item No 15.11 Newly Constructed Roof/ Bathroom/ Toilet/ balcony/ utility with Cementatius Waterproof coating - Below 500 m2Providing and Applying CFTRI approved two component flexible polymer modified acrylic cementitious waterproofing coating with a mix ratio of (5 Liquid :7 Powder) to the RCC surface like Roof, bathroom, toilet, balcony & utility area applied @ 2.2kg/m2 in 2 coats to achieve 1.2mm DFT, having Elongation at break 120% as per ASTM D 412, Tensile strength 1N/mm2as per ASTM D 412, Adhesion strength: 0.80N/mm2 as per ASTM D 4541, crack bridging upto 2mm as per ASTM C 836. The finished cost to include surface preparation, making coving of 50 mm X 50mm at all right angles of wall Junction with Polymer Repair Mortar and lay 45 gsm glass fibre mesh over the angle fillet when the first coat in still wet, treatment of cracks completely as per specification. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 540.75 540.75 358.71 False None None False None False 193972.4325 0 2423751 72736 None Vol 2 Page No 46 Item 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 of work. Sqm 162.74 162.74 105.55 False None None False None False 17177.207 0 2423752 72736 None Vol 2 Page No 46 Item 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 of work. Sqm 179.22 179.22 296.27 False None None False None False 53097.5094 0 2423753 72736 None VOL 2 Page No 47 Item 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 of work. Sqm 181.28 181.28 5.02 False None None False None False 910.0256 0 1706962522000 0 None None Buildings Sub Estimate-IV Water Supply & Sanitation 159011.8 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2423754 72737 None Vol 2 Page No 125 Item No 13.47 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 75 mm Diameter ---- Work should be carried out as per the direction of engineer incharge of work. m 197.0 197.0 7.2 False None None False None False 1418.4 0 2423755 72737 None Vol 2 Page No 125 Item No 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter ---- Work should be carried out as per the direction of engineer incharge of work. m 291.0 291.0 77.4 False None None False None False 22523.4 0 2423756 72737 None Vol 2 Page No 125 Item No 13.49 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 of work. m 568.0 568.0 50.0 False None None False None False 28400.0 0 2423757 72737 None Vol 2 Page No 123 Item No 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. ---- Work should be carried out as per the direction of engineer incharge of work. l 9.0 9.0 1000.0 False None None False None False 9000.0 0 2423758 72737 None Vol 2 Page No 125 Item No 13.50.3 Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 25 mm nominal dia Pipes ---- Work should be carried out as per the direction of engineer incharge of work. m 224.0 224.0 25.0 False None None False None False 5600.0 0 2423759 72737 None Vol 2 Page No 125 Item No 13.50.4 Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 32 mm nominal dia Pipes ---- Work should be carried out as per the direction of engineer incharge of work. m 272.0 272.0 25.0 False None None False None False 6800.0 0 2423760 72737 None Vol 2 Page No 125 Item No 13.50.6 Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 50mm nominal dia Pipes ---- Work should be carried out as per the direction of engineer incharge of work. m 386.0 386.0 200.0 False None None False None False 77200.0 0 2423761 72737 None Vol 2 Page No 117 Item No 13.5.3 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore ---- Work should be carried out as per the direction of engineer incharge of work. Each 332.0 332.0 5.0 False None None False None False 1660.0 0 2423762 72737 None Vol 2 Page No 117 Item No 13.4.2 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore ---- Work should be carried out as per the direction of engineer incharge of work. Each 598.0 598.0 5.0 False None None False None False 2990.0 0 2423763 72737 None Vol 2 Page No 117 Item 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 of work. Each 855.0 855.0 4.0 False None None False None False 3420.0 0 1706962522000 0 None None Buildings Sub Estimate-V Internal Electrification 825227.14 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2423764 72738 None Vol 6 Page No 2 of 105 Item No 1.2.1 Supplying heavy gauge PVC conduit pipe mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 19/20 mm dia 2 mm thick ---- Work should be carried out as per the direction of engineer incharge of work. m 66.0 66.0 240.0 False None None False None False 15840.0 0 2423765 72738 None Vol 6 Page No 2 of 105 Item No 1.2.2 Supplying heavy gauge PVC conduit pipe mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 25 mm dia 2 mm thick ---- Work should be carried out as per the direction of engineer incharge of work. m 78.0 78.0 180.0 False None None False None False 14040.0 0 2423766 72738 None Vol 6 Page No 2 of 105 Item No 1.5.1 Supplying and fixing PVC/metal conduit Deep junction box 19/20 mm deep Junction box ---- Work should be carried out as per the direction of engineer incharge of work. Each 49.0 49.0 120.0 False None None False None False 5880.0 0 2423767 72738 None Vol 6 Page No 3 of 105 Item 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 of work. Each 56.0 56.0 120.0 False None None False None False 6720.0 0 2423768 72738 None Vol 6 Page No 2 of 105 Item No 1.3.1 Supplying heavy gauge PVC Conduit Pipe .... dia mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 19/20 mm dia 2 mm thick ---- Work should be carried out as per the direction of engineer incharge of work. m 68.0 68.0 120.0 False None None False None False 8160.0 0 2423769 72738 None Vol 6 Page No 2 of 105 Item 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 of work. m 79.0 79.0 120.0 False None None False None False 9480.0 0 2423770 72738 None Vol 6 Page No 4 of 105 Item No 1.13 Supplying And Fixing Metal Fan Box with Round Hook. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 117.0 117.0 30.0 False None None False None False 3510.0 0 2423771 72738 None Vol 6 Page No 5 of 105 Item No 2.2.1 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto 3m from tapping point to out let via switch box ---- Work should be carried out as per the direction of engineer incharge of work. Point 269.0 269.0 60.0 False None None False None False 16140.0 0 2423772 72738 None Vol 6 Page No 5 of 105 Item No 2.2.2 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Medium point above 3m upto 6m from tapping point to out let via switch box ---- Work should be carried out as per the direction of engineer incharge of work. Point 379.0 379.0 40.0 False None None False None False 15160.0 0 2423773 72738 None Vol 6 Page No 8 of 105 Item 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 wall 1-2 Way ---- Work should be carried out as per the direction of engineer incharge of work. Each 138.0 138.0 60.0 False None None False None False 8280.0 0 2423774 72738 None Vol 6 Page No 8 of 105 Item 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 4-5 Way ---- Work should be carried out as per the direction of engineer incharge of work. Each 177.0 177.0 20.0 False None None False None False 3540.0 0 2423775 72738 None Vol 6 Page No 8 of 105 Item 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 6 Way ---- Work should be carried out as per the direction of engineer incharge of work. Each 220.0 220.0 16.0 False None None False None False 3520.0 0 2423776 72738 None Vol 6 Page No 8 of 105 Item No 3.4.5 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 8 Way ---- Work should be carried out as per the direction of engineer incharge of work. Each 261.0 261.0 16.0 False None None False None False 4176.0 0 2423777 72738 None Vol 6 Page No 8 of 105 Item No 3.5.1 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 1 to 2 Module ---- Work should be carried out as per the direction of engineer incharge of work. Each 137.0 137.0 40.0 False None None False None False 5480.0 0 2423778 72738 None Vol 6 Page No 8 of 105 Item 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 of work. Each 175.0 175.0 20.0 False None None False None False 3500.0 0 2423779 72738 None Vol 6 Page No 8 of 105 Item No 3.5.4 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 6 Module ---- Work should be carried out as per the direction of engineer incharge of work. Each 234.0 234.0 8.0 False None None False None False 1872.0 0 2423780 72738 None Vol 6 Page No 8 of 105 Item No 3.5.5 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 8 Module ---- Work should be carried out as per the direction of engineer incharge of work. Each 284.0 284.0 8.0 False None None False None False 2272.0 0 2423781 72738 None Vol 6 Page No 9 of 105 Item No 3.6.1 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A One Way Switch ---- Work should be carried out as per the direction of engineer incharge of work. Each 102.0 102.0 60.0 False None None False None False 6120.0 0 2423782 72738 None Vol 6 Page No 9 of 105 Item No 3.6.2 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Two Way Switch ---- Work should be carried out as per the direction of engineer incharge of work. Each 166.0 166.0 20.0 False None None False None False 3320.0 0 2423783 72738 None Vol 6 Page No 9 of 105 Item 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 of work. Each 171.0 171.0 20.0 False None None False None False 3420.0 0 2423784 72738 None Vol 6 Page No 9 of 105 Item No 3.6.4 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator Two Module ---- Work should be carried out as per the direction of engineer incharge of work. Each 357.0 357.0 30.0 False None None False None False 10710.0 0 2423785 72738 None Vol 6 Page No 9 of 105 Item 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 of work. Each 177.0 177.0 6.0 False None None False None False 1062.0 0 2423786 72738 None Vol 6 Page No 9 of 105 Item No 3.6.9 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32A DP Switch ---- Work should be carried out as per the direction of engineer incharge of work. Each 326.0 326.0 10.0 False None None False None False 3260.0 0 2423787 72738 None Vol 6 Page No 9 of 105 Item 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 of work. Each 236.0 236.0 18.0 False None None False None False 4248.0 0 2423788 72738 None Vol 6 Page No 9 of 105 Item 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. 80/90 mm ---- Work should be carried out as per the direction of engineer incharge of work. No 15.0 15.0 120.0 False None None False None False 1800.0 0 2423789 72738 None Vol 6 Page No 9 of 105 Item 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 of work. No 21.0 21.0 120.0 False None None False None False 2520.0 0 2423790 72738 None Vol 6 Page No 5 of 105 Item No 2.3.2 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 1.5 mm2 ---- Work should be carried out as per the direction of engineer incharge of work. m 26.0 26.0 400.0 False None None False None False 10400.0 0 2423791 72738 None Vol 6 Page No 5 of 105 Item No 2.3.3 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 2.5 mm2 ---- Work should be carried out as per the direction of engineer incharge of work. m 42.0 42.0 300.0 False None None False None False 12600.0 0 2423792 72738 None Vol 6 Page No 5 of 105 Item 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 of work. m 63.0 63.0 300.0 False None None False None False 18900.0 0 2423793 72738 None Vol 6 Page No 5 of 105 Item 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 of work. m 92.0 92.0 200.0 False None None False None False 18400.0 0 2423794 72738 None Vol 6 Page No 14 of 105 Item No 5.7.4 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 100 A ---- Work should be carried out as per the direction of engineer incharge of work. Each 691.0 691.0 6.0 False None None False None False 4146.0 0 2423795 72738 None Vol 6 Page No 17 of 105 Item No 5.18.1 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 A SP ---- Work should be carried out as per the direction of engineer incharge of work. Each 415.0 415.0 6.0 False None None False None False 2490.0 0 2423796 72738 None Vol 6 Page No 17 of 105 Item 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 of work. Each 739.0 739.0 6.0 False None None False None False 4434.0 0 2423797 72738 None Vol 6 Page No 17 of 105 Item 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 of work. Each 1102.0 1102.0 6.0 False None None False None False 6612.0 0 2423798 72738 None Vol 6 Page No 17 of 105 Item 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 of work. Each 1717.0 1717.0 6.0 False None None False None False 10302.0 0 2423799 72738 None Vol 6 Page No 18 of 105 Item 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. 6 Way SP & N ---- Work should be carried out as per the direction of engineer incharge of work. Each 1791.0 1791.0 2.0 False None None False None False 3582.0 0 2423800 72738 None Vol 6 Page No 18 of 105 Item 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. 8 Way TP & N ---- Work should be carried out as per the direction of engineer incharge of work. Each 6091.0 6091.0 2.0 False None None False None False 12182.0 0 2423801 72738 None Vol 6 Page No 17 of 105 Item No 5.15.9 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. 100 A 25 kA ---- Work should be carried out as per the direction of engineer incharge of work. Each 8487.0 8487.0 6.0 False None None False None False 50922.0 0 2423802 72738 None Vol 6 Page No 17 of 105 Item No 5.15.11 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. 160 A 25 kA ---- Work should be carried out as per the direction of engineer incharge of work. Each 13447.0 13447.0 6.0 False None None False None False 80682.0 0 2423803 72738 None Vol 6 Page No 18 of 105 Item 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 of work. Each 4277.0 4277.0 4.0 False None None False None False 17108.0 0 2423804 72738 None Vol 6 Page No 18 of 105 Item 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 of work. Each 5545.0 5545.0 4.0 False None None False None False 22180.0 0 2423805 72738 None Vol 6 Page No 15 of 105 Item 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 of work. Each 6881.0 6881.0 6.0 False None None False None False 41286.0 0 2423806 72738 None Vol 6 Page No 30 of 105 Item No 6.3.1 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system. 48" Sweep (1200 mm) Regular model ---- Work should be carried out as per the direction of engineer incharge of work. Each 2984.0 2984.0 30.0 False None None False None False 89520.0 0 2423807 72738 None Vol 6 Page No 57 of 105 Item 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 of work. Each 315.0 315.0 30.0 False None None False None False 9450.0 0 2423808 72738 None Vol 6 Page No 57 of 105 Item 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 of work. m 197.0 197.0 30.0 False None None False None False 5910.0 0 2423809 72738 None Vol 6 Page No 43 of 105 Item 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 of work. Each 551.0 551.0 12.0 False None None False None False 6612.0 0 2423810 72738 None Vol 6 Page No 43 of 105 Item 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 of work. Each 690.0 690.0 42.0 False None None False None False 28980.0 0 2423811 72738 None Vol 6 Page No 10 of 105 Item No 3.14.6 Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board. 6A Pendent Holder ---- Work should be carried out as per the direction of engineer incharge of work. No 71.0 71.0 8.0 False None None False None False 568.0 0 2423812 72738 None Vol 6 Page No 47 of 105 Item No 11.11.7 Supplying & fixing of retrofit type - LED bulb ...... W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI 70%. efficacy 80 lumen per W, 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 of work. Each 426.0 426.0 12.0 False None None False None False 5112.0 0 2423813 72738 None Vol 6 Page No 44 of 105 Item 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, CRI 70%. efficacy 100 lumen per W, 120degree beam spread, life 25000 burning hours and Compliance to IS10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level. LED's are driven by HF electronic driver integrated in a separate control gear assembly., with PF 0.95, power loss should 5% of lamp Wage, short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 15-18W ---- Work should be carried out as per the direction of engineer incharge of work. Each 1671.0 1671.0 20.0 False None None False None False 33420.0 0 2423814 72738 None Vol 6 Page No 56 of 105 Item No 13.7.1 Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA. On wall/ ceiling / Rafter / Girders ---- Work should be carried out as per the direction of engineer incharge of work. Each 122.0 122.0 94.0 False None None False None False 11468.0 0 2423815 72738 None Vol 6 Page No 46 of 105 Item 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 defect LED Streetlight 90 W ---- Work should be carried out as per the direction of engineer incharge of work. No 8860.0 8860.0 2.0 False None None False None False 17720.0 0 2423816 72738 None Vol 6 Page No 56 of 105 Item 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 of work. Each 1203.0 1203.0 2.0 False None None False None False 2406.0 0 2423817 72738 None Vol 6 Page No 18 of 105 Item 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 of work. Each 9255.0 9255.0 2.0 False None None False None False 18510.0 0 2423818 72738 None Vol 6 Page No 19 of 105 Item No 5.29 Supplying, fixing and wiring 3 Phase Digital Ammeter /Voltmeter ---- Work should be carried out as per the direction of engineer incharge of work. Each 1425.0 1425.0 2.0 False None None False None False 2850.0 0 2423819 72738 None Vol 6 Page No 19 of 105 Item 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 of work. Each 562.0 562.0 2.0 False None None False None False 1124.0 0 2423820 72738 None Vol 6 Page No 19 of 105 Item No 5.35 Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 A three phase 4 wire whole current class-1 Accuracy Energy Meter. ---- Work should be carried out as per the direction of engineer incharge of work. Each 5705.0 5705.0 2.0 False None None False None False 11410.0 0 2423821 72738 None Vol 6 Page No 19 of 105 Item No 5.38 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. ---- Work should be carried out as per the direction of engineer incharge of work. Each 515.0 515.0 2.0 False None None False None False 1030.0 0 2423822 72738 None Vol 6 Page No 20 of 105 Item 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., complete 100 A 4 x 30 x 6 mm Aluminium Strips ---- Work should be carried out as per the direction of engineer incharge of work. m 2465.0 2465.0 2.0 False None None False None False 4930.0 0 2423823 72738 None Vol 6 Page No 20 of 105 Item 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 of work. Sq CM 0.43 0.43 20000.0 False None None False None False 8600.0 0 2423824 72738 None Vol 6 Page No 13 of 81 Item 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-3975 50 Sqmm, 3.5 Core, (16 GI Strips - 4 x 0.8 mm) ---- Work should be carried out as per the direction of engineer incharge of work. Km 178973.0 178973.0 0.18 False None None False None False 32215.14 0 2423825 72738 None Vol I Item 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 m In Ordinary Soil ---- Work should be carried out as per the direction of engineer incharge of work. Cum 262.0 262.0 90.0 False None None False None False 23580.0 0 2423826 72738 None Vol 6 Page No 20 of 105 Item 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 of work. m 305.0 305.0 12.0 False None None False None False 3660.0 0 2423827 72738 None Vol 6 Page No 20 of 105 Item 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 of work. m 395.0 395.0 12.0 False None None False None False 4740.0 0 2423828 72738 None Vol 6 Page No 23 of 81 Item 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 of work. No 2172.0 2172.0 6.0 False None None False None False 13032.0 0 2423829 72738 None Vol 6 Page No 23 of 81 Item No 51.05 Bentonite clay slurry for earthing in 50 Kg Bag ---- Work should be carried out as per the direction of engineer incharge of work. Bag 368.0 368.0 6.0 False None None False None False 2208.0 0 2423830 72738 None Vol 6 Page No 22 of 81 Item No 51.02 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each ---- Work should be carried out as per the direction of engineer incharge of work. No 676.0 676.0 6.0 False None None False None False 4056.0 0 2423831 72738 None Vol 6 Page No 22 of 81 Item No 51.03 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag ---- Work should be carried out as per the direction of engineer incharge of work. Bag 310.0 310.0 6.0 False None None False None False 1860.0 0 1706962522000 0 None None Buildings Sub Estimate-VI Furnitures & Other Essentials 1689730.62 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2423832 72739 None KSFIC.DWD 089 Notice Board: Of size 3'x2' using 18mm plywood for body, back 8mm plywood and 12mm soft board with cloth. And 5mm plain glass for door with lock, and alluminium chanal with teak wood beading. Outerside laminated sheet or veneer with polish, inner side paint or polish. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 8450.0 8450.0 6.0 False None None False None False 50700.0 0 2423833 72739 None KSFIC.DWD 116 Steel S type office chair: Teak wood handle. Chair using 16g round pipe and 18g sheet Perforated sheet with arm ---- Work should be carried out as per the direction of engineer incharge of work. Nos 4060.0 4060.0 9.0 False None None False None False 36540.0 0 2423834 72739 None KSFIC.DWD 117 Steel office table: of size 5'x2.5' or 5'x3' steel frame with novapan ply with sunmica top with teak wood beeding 3 drawers on one side another side one cabinet using 16G pipe and box 18 gauge. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 14650.0 14650.0 9.0 False None None False None False 131850.0 0 2423835 72739 None GEM PRODUCT ID: 5116877-4599573958 Classroom Desk Bench: Three seater classroom desking drawing having 1800mm length of desking, seating and backrest. Width of desk top: 520mm Width of seating :300mm Width of back rest: 240mm, Height of desk top from floor: 750mm, Height of Seat from floor: 440mm with 1.2mm thick Mild Steel ERW hollow section for desking under structure support, 18mm thick BWR Plywood confirming to IS 303 (with latest amendment) for desking top, seating, backrest and shelf and rest as per the specifications mentioned in Gem product ID: 5116877-4599573958 ---- Work should be carried out as per the direction of engineer incharge of work. Nos 10593.22 10593.22 126.0 False None None False None False 1334745.72 0 2423836 72739 None GEM PRODUCT ID: 5116877-85947074813 BenQ Standard Throw (0.91 to 2.5) Multimedia Projector (MMP) With 1280 x 800 (WXGA) Resolution BenQR (LW500) as per the specifications mentioned in Gem Product ID: 5116877-85947074813 ---- Work should be carried out as per the direction of engineer incharge of work. Nos 37397.46 37397.46 2.0 False None None False None False 74794.92 0 2423837 72739 None GEM PRODUCT ID 5116877-82049028474 Wall mount spring action manual pull down SPS-ACMERA Projector Screen 120 Inches SPS-ACMERAR (6x8 SPS) as per the specifications mentioned in Gem Product ID: 5116877-82049028474 ---- Work should be carried out as per the direction of engineer incharge of work. Nos 5761.86 5761.86 2.0 False None None False None False 11523.72 0 2423838 72739 None Gem Product ID: 5116877-96007022403 Supplying and installation of B2N Portable Water Purifiers or Filters of kent mineral RO Make with Hollow Fiber MF (Micro Filtration) with activated carbon filter tachnology having maximum filteration rate of 1 Ltrs/min, 50000 litre Life of Filtering cartridge Purifier storage capacity 1000ml. Warranty period 1 year Gem Product ID: 5116877-96007022403 ---- Work should be carried out as per the direction of engineer incharge of work. Nos 16525.42 16525.42 3.0 False None None False None False 49576.26 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1706962523000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1706962523000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1706962523000 1 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of kppp on or before the last date and time of bid submission. None 1706963030000 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 1706963035000 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 1706963039000 0 None None ELIGIBILITY Tender invited only for eligible contractors registered under Karnataka Public Works Dept None 1706963043000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1706963047000 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 1706963054000 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 1706963061000 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 1706963066000 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 1706963071000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason None 1706963075000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing kpp portal None 1706963080000 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 1706963086000 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 1706963090000 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 1706963095000 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 1706963100000 0 None None ELIGIBILITY Department will not supply any materials. None 1706963104000 0 None None ELIGIBILITY The cost of the Tender form shall not be refundable. None 1706963109000 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 1706963115000 0 None None ELIGIBILITY Epayment Challan should be Scanned None 1706963119000 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 1706963124000 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 1706963128000 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 1706963133000 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 1706963141000 0 None None ELIGIBILITY The item rates are excluding GST but inclusive of all other charges. None 1706963145000 0 None None ELIGIBILITY GST shall be paid to the tendered amount separately. None 1706963151000 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 1706963157000 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 1706963161000 0 None None ELIGIBILITY Work Completion/Execution Period : 11 Months. None 1706963167000 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 1706963172000 0 None None ELIGIBILITY Star rates are applicable, As per the Government Circular No. PWD 159 CRM 2009 Bangalore dated 30-9-2010 None 1706963176000 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 1706963181000 0 None None ELIGIBILITY All necessary arrangements shall be made and precaution taken to prevent completely or partially, damage to the structure or labours / employees during construction period. (As per recent Labour Act) Contractor shall be fully responsible for any damage to the structure during the construction and maintenance period.Any damage caused due to any reasons shall be rectified / replaced at his own cost as per the direction of Engineer in charge. Nothing shall be payable by the Department on account of inclusive of all such arrangements/ precautions work needed. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Executed in any one year the following minimum quantities of work1)Concrete work (Including PCC/RCC)-139.88 Cum 2)Steel-19.26 Tonne 3)Solid blocks/BBM/UCR/SSM-574.47 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 2023-24 price level) taking into account the completed as well as works in progress.N -Number of years prescribed for completion of the works for which tenders are invited -0.916 Year.B-Value at 2023-24 price level, of existing commitments and on-going works to be completed during the next 0.916 year (Period of completion of the works for which tenders are invited) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Calculation sheet on letter head None None None None Assessed Tender Capacity shall be more than the Tendered Amount Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Assessed Tender Capacity shall be more than the Tendered Amount 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 3.2(b) To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2018-19,2019-20 ,and 2020-21,2021-22,2022-23 Satisfactorily completed as prime contractor, at least one similar work such as Construction of Building Works of value not less than Rs 55.88 lakhs Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e. , 2018-19, 2019-20,2020-21,2021-22 & 2022-23 , (a) acheived in at least two financial years a minimum financial turnover of Rs. 223.49 lakhs (in all classes of civil engineering construction works only) 33.( As per GOVT Circuler No PW 60 CRM 2021 Bangaluru Dtd-08-11-2021) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Maximum of Civil Engineering works executed in any one year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress. (Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Information on the Letter Head of the tenderer None None None None Value at 2023-24 price level, of existing commitments and on-going works to be executed during the next 12 months(Financial commitment of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24), (Monthwise commitment shall be furnished). Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Statement on the Letter head of the tenderer None None None None Liquid assets and /or availability of credit facilities of no less than Rs. 30.48 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.2,00,000.00 shall be paid in full through e-payment or in two parts i.e,Part(1)Rs. 1,00,000.00 by e-payment part (2)1,00,000.00 in the form of BG to be upload. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- EMD Details None None None None Banker Details for reference Others Banker Details for reference createdTs version createdDate modifiedDate documentName None None None None Others -- Banker Details for reference None None None None Information on litigation in which the Tender is involved. Others Others -- Information on litigation in which the Tender is involved. createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Information on litigation in which the Tender is involved. None None None None Information of the works for which Tender acceptance letters are received. Others New work createdTs version createdDate modifiedDate documentName None None None None Others -- New work None None None None Proposed methodology and Program of construction, backed with equipment, planning and deployment, duly supported with Broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones. Others Bar Chart/ PERT and Report /Drawings /design createdTs version createdDate modifiedDate documentName None None None None Others -- Bar Chart/ PERT and Report /Drawings /design
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Contractor PWD Registration Certificate True Technical Bid Satisfactorily completed as prime contractor, at least one similar work done certificate. True Technical Bid Bid capacity on the contractor letter head True Technical Bid LOC should be preescribed formate-2,if not then the tender will not be accepted True Technical Bid Other related documents True Technical Bid Quantity wise workdone certificate. True Technical Bid Present Postal address and phone number of the Contractor is Complusory. True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Buildings Gadag Shirahatti Dharwad South SHIRHATTI BP Aluvandi High School Campus Bellatti Village , Shirahatti Taluka, Gadag District 15 4 42 75 38 42 Buildings Gadag Shirahatti Dharwad South SHIRHATTI BP Aluvandi High School Campus Bellatti Village , Shirahatti Taluka, Gadag District 15 4 42 75 38 42 Buildings Gadag Shirahatti Dharwad South SHIRHATTI BP Aluvandi High School Campus, Bellatti PU College, Shirahatti Taluka, Gadag District 15 4 42 75 38 42 Buildings Gadag Shirahatti Dharwad South SHIRHATTI BP Aluvandi High School Campus Bellatti Village , Shirahatti Taluka, Gadag District 15 4 42 75 38 42 Buildings Gadag Shirahatti Dharwad South SHIRHATTI BP Aluvandi High School Campus Bellatti Village , Shirahatti Taluka, Gadag District 15 4 42 75 38 42 Buildings Gadag Shirahatti Dharwad South SHIRHATTI BP Aluvandi High School Campus Bellatti Village , Shirahatti Taluka, Gadag District 15 4 42 75 38 42
tenderAddress	createdTs 1707115912000 version 0 createdDate None modifiedDate None blockNumber PWD GADAG DIVISION street None city Gadag state Karnataka pin 582101
tenderRecallDTO	None