createdTs	None
version	None
createdDate	None
modifiedDate	None
noticeInvitingTenderDTO	createdTs 1706507526444 version 5 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 3780.00 emd 226600.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 20-02-2024 16:00:00 tenderQueryClose 17-02-2024 17:30:00 technicalBidOpen 21-02-2024 16:05:00 publishedDate 03-02-2024 13:23:34 publishedByPost PWD_EE_DIV_GAD publishedByUser KPE11642 - V N PATIL bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 08-02-2024 17:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Executive Engineer splitEmdRequiredYn True emdBankGuarantee 126600.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08372238782 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1706507526473 version 9 createdDate None modifiedDate None tenderNumber PWD/2023-24/BD/WORK_INDENT6340 title CONSTRUCTION OF KARNATAKA PUBLIC SCHOOL AT DONI VILLAGE,MUNDARGI TALUK,GADAG DISTRICT. description CONSTRUCTION OF KARNATAKA PUBLIC SCHOOL AT DONI VILLAGE,MUNDARGI TALUK,GADAG DISTRICT. category WORKS categoryText Works ecv 15104250.69 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1682 locationName PWD Division Office Gadaga provisionalAmount 18150000.0 groupOverheadTotal 0.0 fileNumber KPWD/MDG/BUILD/KPS/DONI-4202/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1706507526000 1 None None Buildings PRIMARY SCHOOL GROUND FLOOR 4553966.42 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2321206 68585 None Vol 1 P-8 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth ---- Work Should be carried out in site as per Engineer incharge Cum 95.0 95.0 81.92 False None None False None False 7782.4 0 2321207 68585 None Vol 1 P-8 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m ---- Work Should be carried out in site as per Engineer incharge Cum 102.0 102.0 249.32 False None None False None False 25430.64 0 2321208 68585 None Vol 1 P-8 1.15.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting Depth upto 1.5 m depth ---- Work Should be carried out in site as per Engineer incharge Cum 363.0 363.0 62.33 False None None False None False 22625.79 0 2321209 68585 None Vol 1 P-7 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m ---- Work Should be carried out in site as per Engineer incharge Cum 266.0 266.0 249.32 False None None False None False 66319.12 0 2321210 68585 None Vol 1 P-7 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ---- Work Should be carried out in site as per Engineer incharge Cum 474.0 474.0 160.37 False None None False None False 76015.38 0 2321211 68585 None Vol 1 P-18 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 ofthe Engineer-in-charge. RMC M10 Grade ---- Work Should be carried out in site as per Engineer incharge Cum 5866.0 5866.0 36.59 False None None False None False 214636.94 0 2321212 68585 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Isolated Footing ---- Work Should be carried out in site as per Engineer incharge Cum 6219.0 6219.0 35.53 False None None False None False 220961.07 0 2321213 68585 None Vol 1 P-111 1.a Formwork, Centering & Scaffloding 8% For Isolated Footing ---- Work Should be carried out in site as per Engineer incharge Cum 497.52 497.52 35.53 False None None False None False 17676.8856 0 2321214 68585 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Columns up to plinth ---- Work Should be carried out in site as per Engineer incharge Cum 6219.0 6219.0 4.2 False None None False None False 26119.8 0 2321215 68585 None Vol 1 P-111 9 Formwork, Centering & Scaffloding 70% For Columns up to plinth ---- Work Should be carried out in site as per Engineer incharge Cum 4353.3 4353.3 4.2 False None None False None False 18283.86 0 2321216 68585 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Columns ---- Work Should be carried out in site as per Engineer incharge Cum 6219.0 6219.0 9.08 False None None False None False 56468.52 0 2321217 68585 None Vol 1 P-111 9 Formwork, Centering & Scaffloding 70% For Columns ---- Work Should be carried out in site as per Engineer incharge Cum 4353.3 4353.3 9.08 False None None False None False 39527.964 0 2321218 68585 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Plinth Beams ---- Work Should be carried out in site as per Engineer incharge Cum 6219.0 6219.0 14.17 False None None False None False 88123.23 0 2321219 68585 None Vol 1 P-111 2 Formwork, Centering & Scaffloding 50% For Plinth Beams ---- Work Should be carried out in site as per Engineer incharge Cum 3109.5 3109.5 14.17 False None None False None False 44061.615 0 2321220 68585 None Vol 1 P-18 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 and Lintel ---- Work Should be carried out in site as per Engineer incharge Cum 6219.0 6219.0 17.5 False None None False None False 108832.5 0 2321221 68585 None Vol 1 P-112 14 Formwork, Centering & Scaffloding 60% For Beams & Lintels ---- Work Should be carried out in site as per Engineer incharge Cum 3731.4 3731.4 17.5 False None None False None False 65299.5 0 2321222 68585 None Vol 1 P-18 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 & Staircase ---- Work Should be carried out in site as per Engineer incharge Cum 6219.0 6219.0 36.81 False None None False None False 228921.39 0 2321223 68585 None Vol 1 P-112 15 Formwork, Centering & Scaffloding 50% For Roof Slab & Staircase ---- Work Should be carried out in site as per Engineer incharge Cum 3109.5 3109.5 36.81 False None None False None False 114460.695 0 2321224 68585 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Sill ---- Work Should be carried out in site as per Engineer incharge Cum 6219.0 6219.0 1.51 False None None False None False 9390.69 0 2321225 68585 None Vol 1 P-111 1b. Formwork, Centering & Scaffloding 3% For Sill ---- Work Should be carried out in site as per Engineer incharge Cum 186.57 186.57 1.51 False None None False None False 281.7207 0 2321226 68585 None Vol 2 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Chejja ---- Work Should be carried out in site as per Engineer incharge Cum 6219.0 6219.0 0.81 False None None False None False 5037.39 0 2321227 68585 None Vol 2 P-112 19 Formwork, Centering & Scaffloding 45% For Chejja ---- Work Should be carried out in site as per Engineer incharge Cum 2798.55 2798.55 0.81 False None None False None False 2266.8255 0 2321228 68585 None Vol 2 P-18 2.11.a Steel Fabrication: Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings ---- Work Should be carried out in site as per Engineer incharge Tonne 89457.0 89457.0 10.73 False None None False None False 959873.61 0 2321229 68585 None Vol 2 P-9 5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ---- Work Should be carried out in site as per Engineer incharge Cum 6389.0 6389.0 5.63 False None None False None False 35970.07 0 2321230 68585 None Vol 2 P-9 5.1.1 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) ---- Work Should be carried out in site as per Engineer incharge Cum 5611.0 5611.0 38.58 False None None False None False 216472.38 0 2321231 68585 None Vol 2 P-17 6.32 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ---- Work Should be carried out in site as per Engineer incharge Sqm 1310.0 1310.0 237.67 False None None False None False 311347.7 0 2321232 68585 None Vol 2 P-17 6.34 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ---- Work Should be carried out in site as per Engineer incharge Sqm 1104.0 1104.0 15.16 False None None False None False 16736.64 0 2321233 68585 None Vol 2 P-77 11.5.2 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 4242.0 4242.0 20.16 False None None False None False 85518.72 0 2321234 68585 None Vol 2 P-86 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. ---- Work Should be carried out in site as per Engineer incharge Kg 183.0 183.0 839.16 False None None False None False 153566.28 0 2321235 68585 None Vol 2 P-104 12.54 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Mtr 318.0 318.0 29.7 False None None False None False 9444.6 0 2321236 68585 None Vol 2 P-104 12.55.1 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges with both side prelam ---- Work Should be carried out in site as per Engineer incharge Sqm 2366.0 2366.0 9.45 False None None False None False 22358.7 0 2321237 68585 None Vol 2 P-41 8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 241.0 241.0 419.83 False None None False None False 101179.03 0 2321238 68585 None Vol 2 P-50 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 100.0 100.0 767.02 False None None False None False 76702.0 0 2321239 68585 None Vol 2 P-41 8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 279.0 279.0 322.08 False None None False None False 89860.32 0 2321240 68585 None Vol 2 P-61 9.17.2 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm ---- Work Should be carried out in site as per Engineer incharge Sqm 1175.0 1175.0 156.56 False None None False None False 183958.0 0 2321241 68585 None Vol 2 P-59 9.2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. ---- Work Should be carried out in site as per Engineer incharge Sqm 800.0 800.0 24.42 False None None False None False 19536.0 0 2321242 68585 None Vol 2 P-64 9.31 Providing and laying Polished Sadarahalli Grey Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 20 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 2085.0 2085.0 140.61 False None None False None False 293171.85 0 2321243 68585 None Vol 2 P-60 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. ---- Work Should be carried out in site as per Engineer incharge Sqm 889.0 889.0 12.47 False None None False None False 11085.83 0 2321244 68585 None Vol 2 P-71 10.14 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete. ---- Work Should be carried out in site as per Engineer incharge Sqm 1106.0 1106.0 25.46 False None None False None False 28158.76 0 2321245 68585 None Vol 2 P-69 10.1.1 Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. ---- Work Should be carried out in site as per Engineer incharge Sqm 4006.0 4006.0 0.72 False None None False None False 2884.32 0 2321246 68585 None Vol 2 P-84 11.25.2 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- Work Should be carried out in site as per Engineer incharge Kg 136.0 136.0 183.87 False None None False None False 25006.32 0 2321247 68585 None Vol 2 P-46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 158.0 158.0 767.02 False None None False None False 121189.16 0 2321248 68585 None Vol 2 P-46 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 174.0 174.0 341.79 False None None False None False 59471.46 0 2321249 68585 None Vol 2 P-47 8.36.1 Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Enginer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 176.0 176.0 47.52 False None None False None False 8363.52 0 2321250 68585 None Vol 2 P-110 12.90 Providing & fixing of 3-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 color having isolated drainage and reinforced with Galvanized Iron profile through out the window frame. The outer frame having an overall size of 108mm width x 45 mm height with reinforcement of 1mm thickness and Sash with overall size of 39 mm x 75 mm with GI reinforcement of 2mm and mesh sash of size 37 mm x 58 mm. Coextruded Glazing bead for fixing of glass shall be of size 20 mm x 24 mm. Windows shall be provided with 6 mm plain float glass, standard hardware & Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2 mm-2.5 mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T & P s shall not be made) ---- Work Should be carried out in site as per Engineer incharge Sqm 6734.0 6734.0 27.36 False None None False None False 184242.24 0 2321251 68585 None Vol 2 P-55 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 in site as per Engineer incharge Sqm 475.0 475.0 23.04 False None None False None False 10944.0 0 2321252 68585 None Vol 2 P-44 8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. ---- Work Should be carried out in site as per Engineer incharge Sqm 1238.0 1238.0 19.71 False None None False None False 24400.98 0 2321253 68585 None Vol 5 P-247 21.1.2 Water purification plants: Supplying, Installation and Commissioning of automatic Water purification plant (RO+UF) with all accessories piping, product water tank on single phase power supply as per the enclosed detailed Technical Specifications including cost of material, loading and unloading and as directed by the Engineer in charge. (Ref- detailedspecification enclosed seperatly). Note:- 1. The above rates mentioned are only for the preparation of estimate purpose. 2. All items are to be of BSI/NFS standards, with BSI / NFS mark. 3. Tenders to be invited for procurement. 4. No direct payment Page should be made under any situation or condition or on any account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note: Refer the ANNEXURE: F for Detailed Specification of Each components For 50 LPH: Cabin Type ---- Work Should be carried out in site as per Engineer incharge Each 44000.0 44000.0 1.0 False None None False None False 44000.0 0 1706507527000 0 None None Buildings PRIMARY SCHOOL TERRACE FLOOR 450065.22 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2321254 68586 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Columns ---- Work Should be carried out in site as per Engineer incharge Cum 6281.19 6281.19 2.91 False None None False None False 18278.2629 0 2321255 68586 None Vol 1 P-111 9 Formwork, Centering & Scaffloding 70% For Columns ---- Work Should be carried out in site as per Engineer incharge Cum 4396.83 4396.83 2.91 False None None False None False 12794.7753 0 2321256 68586 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Beams ---- Work Should be carried out in site as per Engineer incharge Cum 6281.19 6281.19 1.28 False None None False None False 8039.9232 0 2321257 68586 None Vol 1 P-112 14 Formwork, Centering & Scaffloding 60% For Beams ---- Work Should be carried out in site as per Engineer incharge Cum 3768.71 3768.71 1.28 False None None False None False 4823.9488 0 2321258 68586 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Roof Slab ---- Work Should be carried out in site as per Engineer incharge Cum 6281.19 6281.19 2.06 False None None False None False 12939.2514 0 2321259 68586 None Vol 1 P-112 15 Formwork, Centering & Scaffloding 50% For Roof Slab ---- Work Should be carried out in site as per Engineer incharge Cum 3140.6 3140.6 2.06 False None None False None False 6469.636 0 2321260 68586 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Lintel ---- Work Should be carried out in site as per Engineer incharge Cum 6281.19 6281.19 0.5 False None None False None False 3140.595 0 2321261 68586 None Vol 1 P-112 14 Formwork, Centering & Scaffloding 60% For Lintel ---- Work Should be carried out in site as per Engineer incharge Cum 3768.71 3768.71 0.5 False None None False None False 1884.355 0 2321262 68586 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Sill ---- Work Should be carried out in site as per Engineer incharge Cum 6281.19 6281.19 0.3 False None None False None False 1884.357 0 2321263 68586 None Vol 1 P-111 1b. Formwork, Centering & Scaffloding 3% For Sill ---- Work Should be carried out in site as per Engineer incharge Cum 188.44 188.44 0.3 False None None False None False 56.532 0 2321264 68586 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Chejja ---- Work Should be carried out in site as per Engineer incharge Cum 6281.19 6281.19 0.12 False None None False None False 753.7428 0 2321265 68586 None Vol 1 P-112 19 Formwork, Centering & Scaffloding 45% For Chejja ---- Work Should be carried out in site as per Engineer incharge Cum 2826.54 2826.54 0.12 False None None False None False 339.1848 0 2321266 68586 None Vol 1 P-18 2.11.a Steel Fabrication: Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings ---- Work Should be carried out in site as per Engineer incharge Tonne 90351.57 90351.57 1.0 False None None False None False 90351.57 0 2321267 68586 None Vol 2 P-17 6.32 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ---- Work Should be carried out in site as per Engineer incharge Sqm 1323.1 1323.1 32.12 False None None False None False 42497.972 0 2321268 68586 None Vol 2 P-17 6.34 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ---- Work Should be carried out in site as per Engineer incharge Sqm 1115.04 1115.04 49.44 False None None False None False 55127.5776 0 2321269 68586 None Vol 2 P-86 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. ---- Work Should be carried out in site as per Engineer incharge Kg 184.83 184.83 45.36 False None None False None False 8383.8888 0 2321270 68586 None Vol 2 P-77 11.5.2 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge ---- Work Should be carried out in site as per Engineer incharge Sqm 4284.42 4284.42 2.52 False None None False None False 10796.7384 0 2321271 68586 None Vol 2 P-41 8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 243.41 243.41 43.26 False None None False None False 10529.9166 0 2321272 68586 None Vol 2 50 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 101.0 101.0 68.31 False None None False None False 6899.31 0 2321273 68586 None Vol 2 P-41 8.2.1 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 297.95 297.95 210.02 False None None False None False 62575.459 0 2321274 68586 None Vol 2 P-46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 159.58 159.58 68.31 False None None False None False 10900.9098 0 2321275 68586 None Vol 2 P-46 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 175.74 175.74 210.02 False None None False None False 36908.9148 0 2321276 68586 None Vol 2 P-47 8.36.1 Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Enginer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 177.76 177.76 4.68 False None None False None False 831.9168 0 2321277 68586 None Vol 2 P-21 7.1.1 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 887.79 887.79 19.84 False None None False None False 17613.7536 0 2321278 68586 None Vol 2 P-77 11.1 Providing and fixing Structural Steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- Work Should be carried out in site as per Engineer incharge Kg 107.06 107.06 98.56 False None None False None False 10551.8336 0 2321279 68586 None Vol-2 P-110 12.90 Providing & fixing of 3-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 108mm width x 45 mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- Work Should be carried out in site as per Engineer incharge Sqm 6801.34 6801.34 2.16 False None None False None False 14690.8944 0 1706507527000 0 None None Buildings PRIMARY SCHOOL SANITARY AND WATER SUPPLY 363098.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2321280 68587 None Vol 2 P-117 13.3.1 Providing and fixing brass stop cock of approved quality :15 mm nominal bore ---- Work Should be carried out in site as per Engineer incharge Nos 299.0 299.0 8.0 False None None False None False 2392.0 0 2321281 68587 None Vol 2 P-120 13.20.2 Providing and fixing PTMT pillar cock of approved quality and colour. 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms ---- Work Should be carried out in site as per Engineer incharge Nos 314.0 314.0 4.0 False None None False None False 1256.0 0 2321282 68587 None Vol 2 P-131 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests ---- Work Should be carried out in site as per Engineer incharge Nos 4884.0 4884.0 3.0 False None None False None False 14652.0 0 2321283 68587 None Vol 2 P-131 14.2.1 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlleddevice (handle lever), conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid ---- Work Should be carried out in site as per Engineer incharge Nos 4838.0 4838.0 1.0 False None None False None False 4838.0 0 2321284 68587 None Vol 2 P-135 14.23 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. ---- Work Should be carried out in site as per Engineer incharge Nos 1154.0 1154.0 1.0 False None None False None False 1154.0 0 2321285 68587 None Vol 2 P-133 14.7.8 White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow including operated levers ---- Work Should be carried out in site as per Engineer incharge Nos 4113.0 4113.0 4.0 False None None False None False 16452.0 0 2321286 68587 None Vol 2 P-133 14.8 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. ---- Work Should be carried out in site as per Engineer incharge Nos 1423.0 1423.0 4.0 False None None False None False 5692.0 0 2321287 68587 None Vol 2 P-137 14.40.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g ---- Work Should be carried out in site as per Engineer incharge Nos 496.0 496.0 2.0 False None None False None False 992.0 0 2321288 68587 None Vol 2 P-136 14.32.2 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 453x357 mm ---- Work Should be carried out in site as per Engineer incharge Nos 1018.0 1018.0 4.0 False None None False None False 4072.0 0 2321289 68587 None Vol 2 P-122 13.31.2 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 20mm nominal dia pipes ---- Work Should be carried out in site as per Engineer incharge Mtr 242.0 242.0 20.0 False None None False None False 4840.0 0 2321290 68587 None Vol 2 P-122 13.31.3 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 25mm nominal dia pipes ---- Work Should be carried out in site as per Engineer incharge Mtr 318.0 318.0 20.0 False None None False None False 6360.0 0 2321291 68587 None Vol 2 P-122 13.31.4 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 32mm nominal dia pipes ---- Work Should be carried out in site as per Engineer incharge Mtr 400.0 400.0 75.0 False None None False None False 30000.0 0 2321292 68587 None Vol 2 P-122 13.31.6 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 50mm nominal dia pipes ---- Work Should be carried out in site as per Engineer incharge Mtr 781.0 781.0 60.0 False None None False None False 46860.0 0 2321293 68587 None Vol 2 P-117 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 in site as per Engineer incharge Nos 855.0 855.0 15.0 False None None False None False 12825.0 0 2321294 68587 None Vol 2 P-118 13.8.2.2 Providing and fixing unplasticised PVC connection pipe with brass unions :45 cm length 20 mm nominal bore ---- Work Should be carried out in site as per Engineer incharge Nos 110.0 110.0 15.0 False None None False None False 1650.0 0 2321295 68587 None Vol 2 P-123 13.34 Providing and placing on terrace, polyethylene water storage tanks as per IS 12701 : 1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes but without fittings and the base support for tank ---- Work Should be carried out in site as per Engineer incharge Ltr 9.0 9.0 4000.0 False None None False None False 36000.0 0 2321296 68587 None Vol 5 P-A-44 660 PVC pipes of 8 Kg/cm2 for 140mm(3.097) ---- Work Should be carried out in site as per Engineer incharge Mtr 456.0 456.0 111.5 False None None False None False 50844.0 0 2321297 68587 None Vol 5 P-A-44 664 PVC pipes of 10 Kg/cm2 for 200mm ---- Work Should be carried out in site as per Engineer incharge Mtr 1155.0 1155.0 30.0 False None None False None False 34650.0 0 2321298 68587 None Vol 2 P-125 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 in site as per Engineer incharge Mtr 568.0 568.0 21.5 False None None False None False 12212.0 0 2321299 68587 None Vol 5 P-208 16.60.1 Providing PVC-U INDIVIDUAL U.G.D House service connection (which shall be laid from inside the customer property ) which includes: a) Supply of PVC-U pipe (b) providing and fixing of 315 mm dia the PE Inspection chambres with lid consisting of inlet & outlet arrangements with base, riser of min. 0.42 m depth which includes earth work, fixing in CC-1:2:4 with appurtenances., complete. (c) civil works like Earthwork excavation for the pipeline trenches for laying of PVC-U pipes for the house connections in all types of soils , disintegrated rock,soft rock, hard rock, including cutting of any road using , crossing drains, compound, Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, c.c. wood work, steel work, including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable and stacking the serviceable material with all lifts and lead , restoring the damaged portions inside or outside the property premises, refilling the portions of trenches that are dug open including linking to existing sewer network with appurtenances. complete. 110 mm dia ---- Work Should be carried out in site as per Engineer incharge Each 8134.0 8134.0 2.0 False None None False None False 16268.0 0 2321300 68587 None Vol 1 5 1.4.1 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m ---- Work Should be carried out in site as per Engineer incharge Cum 242.0 242.0 9.0 False None None False None False 2178.0 0 2321301 68587 None Vol 1 7 1.90 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m ---- Work Should be carried out in site as per Engineer incharge Cum 266.0 266.0 20.0 False None None False None False 5320.0 0 2321302 68587 None Vol 5 191 16.90 Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover ---- Work Should be carried out in site as per Engineer incharge Each 5454.0 5454.0 4.0 False None None False None False 21816.0 0 2321303 68587 None Vol 5 192 16.15.1 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.HConstructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame ---- Work Should be carried out in site as per Engineer incharge Each 29047.0 29047.0 1.0 False None None False None False 29047.0 0 2321304 68587 None Vol 2 135 14.29 Providing and fixing 100 mm sand cast Iron grating for gully trap. ---- Work Should be carried out in site as per Engineer incharge Each 47.0 47.0 8.0 False None None False None False 376.0 0 2321305 68587 None Vol 2 120 13.22.1.2 Providing and fixing PTMT grating of approved quality and colour 125 mm nominal dia ---- Work Should be carried out in site as per Engineer incharge No 44.0 44.0 8.0 False None None False None False 352.0 0 1706507527000 0 None None Buildings PRIMARY SCHOOL Electrification 223242.6 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2321306 68588 None 1.2.1 (2 of 105) Concealed Conduit System :Supplying heavy gauge PVC conduit pipe mm dia mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary19/20mm dia 2mm thick (PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Mtr 66.0 66.0 150.0 False None None False None False 9900.0 0 2321307 68588 None 1.2.2 (2 of 105) Concealed Conduit System :Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary25mm dia 2mm thick.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Mtr 78.0 78.0 150.0 False None None False None False 11700.0 0 2321308 68588 None 1.3.1 (2 of 105) Supplying heavy gauge PVC Conduit Pipe 25dia 2mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.19/20mm dia 2mm thick.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Mtr 68.0 68.0 25.0 False None None False None False 1700.0 0 2321309 68588 None 1.3.2 (2 of 105) Supplying heavy gauge PVC Conduit Pipe 25dia 2mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.25mm dia 2mm thick.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Mtr 79.0 79.0 25.0 False None None False None False 1975.0 0 2321310 68588 None 1.9.2 (3 of 105) Supplying PVC/GI flexible conduit pipe .... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300mm using NF screws and on either end of the pipe terminated completely25mm.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Mtr 22.0 22.0 10.0 False None None False None False 220.0 0 2321311 68588 None 2.1.1 (5 of 105) Point wiring using Copper wire with out switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2 X1.5Sq.mm (Phase&Neutral) &1x1.0 Sqmm(earth Wire)Cable confirming to the GTP, with a 6Amps flush type SP 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 upto3mtr from tapping point to out let via Switch.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Point 285.0 285.0 8.0 False None None False None False 2280.0 0 2321312 68588 None 2.1.2 (5 of 105) Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Point 394.0 394.0 23.0 False None None False None False 9062.0 0 2321313 68588 None 2.1.3 (5 of 105) Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Point 570.0 570.0 4.0 False None None False None False 2280.0 0 2321314 68588 None 2.3.2 (5 of 105) Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,1.5 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Mtr 26.0 26.0 150.0 False None None False None False 3900.0 0 2321315 68588 None 2.3.3 (5 of 105) Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,2.5 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Mtr 42.0 42.0 300.0 False None None False None False 12600.0 0 2321316 68588 None 3.4.2 (8 of 105) Supplying and flush mounting powder coated / galvanized metal box size 1-3way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 159.0 159.0 3.0 False None None False None False 477.0 0 2321317 68588 None 3.4.3 (8 of 105) Supplying and flush mounting powder coated / galvanized metal box size 4-5way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 177.0 177.0 4.0 False None None False None False 708.0 0 2321318 68588 None 3.4.5 (8 of 105) Supplying and flush mounting powder coated / galvanized metal box size 8way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 261.0 261.0 4.0 False None None False None False 1044.0 0 2321319 68588 None 3.4.6 (8 of 105) Supplying and flush mounting powder coated / galvanized metal box size 10-12way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 319.0 319.0 8.0 False None None False None False 2552.0 0 2321320 68588 None 3.5.2 (8 of 105) Supplying and fixing superior quality 3Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal box.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 161.0 161.0 3.0 False None None False None False 483.0 0 2321321 68588 None 3.5.3 (8 of 105) Supplying and fixing superior quality 4Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal box.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 175.0 175.0 4.0 False None None False None False 700.0 0 2321322 68588 None 3.5.5 (8 of 105) Supplying and fixing superior quality 8 modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metalbox.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 284.0 284.0 4.0 False None None False None False 1136.0 0 2321323 68588 None 3.5.6 (8 of 105) Supplying and fixing superior quality 10-12Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metalbox.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 344.0 344.0 8.0 False None None False None False 2752.0 0 2321324 68588 None 3.6.1 (9 of 105) Supplying and fixing of 6Amps 0ne way modular switch on existing modular switch plate as per IS 3854 and IS 1293.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 102.0 102.0 50.0 False None None False None False 5100.0 0 2321325 68588 None 3.6.3 (9 of 105) Supplying and fixing of 6Amps 3way modular Socketc on existing modular switch plate as per IS 3854 and IS 1293.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 171.0 171.0 15.0 False None None False None False 2565.0 0 2321326 68588 None 3.6.4 (9 of 105) Supplying and fixing of modular stepped fan regulator Two Module on existing modular switch plate as per and IS 1293.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 357.0 357.0 8.0 False None None False None False 2856.0 0 2321327 68588 None 3.14.6 (10 of 105) Supplying and fixing of 6AmpsLamp holder on existing board.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge No 71.0 71.0 35.0 False None None False None False 2485.0 0 2321328 68588 None 5.7.3 (14 of 105) Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers.63amps.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 401.0 401.0 3.0 False None None False None False 1203.0 0 2321329 68588 None 5.18.1 (17 of 105) Supplying and fixingof 6to32 Amps Single pole 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.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 415.0 415.0 5.0 False None None False None False 2075.0 0 2321330 68588 None 5.18.4 (17 of 105) Supplying and fixingof 6to32 Amps Double pole 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.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 739.0 739.0 1.0 False None None False None False 739.0 0 2321331 68588 None 5.19.9 (18 of 105) Supplying and fixing 12way regular MCB distribution boards on wall / wood board / flush mounting using required clamps, 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.I - doble Door12way sp&n.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 2329.0 2329.0 1.0 False None None False None False 2329.0 0 2321332 68588 None 6.3.1 (30 of 105) Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system. 48" Sweep (1200mm) Economy model.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 2984.0 2984.0 8.0 False None None False None False 23872.0 0 2321333 68588 None 11.3.2 (43 of 105) LED Indood supplying of 1x4 feet LED PVC square batten 20/22 W with high quality diffuser with life of 25000 burning hours at 70% lumen maintenance with CRI 80 power input 220-240V@ 50Hz & Power Factor 0.9 along with CE approved drivers. 2 years Warrenty againest any manufacturing defect working under standard electrical condition(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 690.0 690.0 23.0 False None None False None False 15870.0 0 2321334 68588 None 11..11.4 (47 of 105) Supplying & fixing of retrofi ttype LED bulb...... Wwith OPALacry licdiffuser comprising of LED source with CCT 6500 degreeK, CRI70%. efficacy 80lumenper W, life25000 burning hoursand Compliance to IS10322/IEC60598, LM79&LM80. The LED are driven byHFelectronicdriverintegratedinthesystem,withPF 0.95,powerlossshould 5oflampWage.,shortcircuit&opencircuitprotectiontobeintegratedinthecircuit,THDlessthan20%,LifeasperLM79.Theoperatinginputvoltageshouldbebetween130to275V.BISApprovedandTestedbyNABL/CPRIaccreditedlaboratorywith2yearsWarrantyagains tany manufacturing defect working under standard electrical condition. (PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 154.0 154.0 5.0 False None None False None False 770.0 0 2321335 68588 None 13.7.1 (56 of 105) 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 clamps.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 122.0 122.0 23.0 False None None False None False 2806.0 0 2321336 68588 None 13.10 (57 of 105) Fixing a ceiling / wall mounting fan of all capacities and all types, with necessary clamps and 'S' hook made out of 15mm dia MS rod, with 5 amps. 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.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 171.0 171.0 8.0 False None None False None False 1368.0 0 2321337 68588 None 12.56 (54 of 105) Supplying,fixing,wiring,earthelectrodeforgroundingconduits,I.C.cutoutsandotherequipment'sonthemeterboardusing40mmdia2.90mmthickGIpipe2.5mlongburiedinapit.Thepitshouldbefilledwithequalproportionofsaltandcharcoal150mmall-roundthepipetocompletedepth.Theconnectionfromthepipetotheconduitetc.,istobeestablishedthroughGIwireofsizeasperlSIspecification7.3.3.ofIS732using12mmdiabolts,nuts,washersandchecknutsetc., the pipe shall have 16 through holes of 12 mm dia (PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge No 3510.0 3510.0 1.0 False None None False None False 3510.0 0 2321338 68588 None 32.07 (13 of 81) 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 strip25Sqmm, 3.5 Core, (12 GI Strips - 4 x 0.8 mm) (PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Km 139549.0 139549.0 0.06 False None None False None False 8372.94 0 2321339 68588 None 11.1.5 127 Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete Light Duty GI pipe of 40mm dia (Volume - 5 SR Water Supply and Sewerage Works) ---- Work Should be carried out in site as per Engineer incharge Mtr 412.0 412.0 10.0 False None None False None False 4120.0 0 2321340 68588 None 1.4.1 5 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.( PWD common SR Vol-I 2023-24) ---- Work Should be carried out in site as per Engineer incharge Cum 242.0 242.0 22.0 False None None False None False 5324.0 0 2321341 68588 None 1.10 7 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications ( PWD common SR Vol-I 2023-24) ---- Work Should be carried out in site as per Engineer incharge Cum 160.0 160.0 22.0 False None None False None False 3520.0 0 2321342 68588 None 21.05 (52 of 81) Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff 2.5 to 25 Sqmm (PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Km 20886.0 20886.0 0.06 False None None False None False 1253.16 0 2321343 68588 None 5.37 (19 of 105) Supplying, fixing and wiring heavy duty low voltage capacitors conforming to IS 2834. 3 phase, 400/440 V grade, for power factor improvement of rotating machineries like induction motor.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Kvar 480.0 480.0 50.0 False None None False None False 24000.0 0 2321344 68588 None 5.38 (19 of 105) Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz12/24V D.C (PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 515.0 515.0 3.0 False None None False None False 1545.0 0 2321345 68588 None 5.40.1 (20 of 105) 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 10 mm Aluminium Strips (PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Mtr 2465.0 2465.0 0.5 False None None False None False 1232.5 0 2321346 68588 None 5.41.2 (20 of 105) 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 (PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Mtr 395.0 395.0 6.0 False None None False None False 2370.0 0 2321347 68588 None 5.42.2 (21 of 105) 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 ((PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Sq CM 0.43 0.43 50000.0 False None None False None False 21500.0 0 2321348 68588 None 6.1 (30 of 105) Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 1492.0 1492.0 1.0 False None None False None False 1492.0 0 2321349 68588 None 11.8.2 (46 of 105) 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. LEDEfficiency 1301m/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 working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source..LED Streetlight 40 W (PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 4024.0 4024.0 2.0 False None None False None False 8048.0 0 2321350 68588 None 13.1.1 (56 of 105) Supplying and Fixing of........mm dia class A GI pipe bracket upto 2 ms long bent at suitable angle and fixing to this bracket 1x40/2x40 W fluorescent tube street light fitting of all capacities to GI or GI or rail or RCC pole / wall using suitable clA, bolts, and nuts and wiring using suitable capacity wires.Using 25mm dia G.I.Pipe(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 978.0 978.0 2.0 False None None False None False 1956.0 0 2321351 68588 None 13.14 (57 of 105) Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 A. ceiling rose with sufficient length of 23/0.0076 inch PVC insulated twin core wire..(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 492.0 492.0 1.0 False None None False None False 492.0 0 2321352 68588 None HESCOM approval Providing TC for power supply arrangement as per HESCOM approval ---- Work Should be carried out in site as per Engineer incharge Each 5000.0 5000.0 1.0 False None None False None False 5000.0 0 1706507527000 0 None None Buildings PRIMARY SCHOOL SEPTIC TANK 186307.86 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2321353 68589 None Vol 1 P-8 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth ---- Work Should be carried out in site as per Engineer incharge Cum 95.0 95.0 3.29 False None None False None False 312.55 0 2321354 68589 None Vol 1 P-8 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m ---- Work Should be carried out in site as per Engineer incharge Cum 102.0 102.0 32.92 False None None False None False 3357.84 0 2321355 68589 None Vol 2 P-13 6.1 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- Work Should be carried out in site as per Engineer incharge Cum 8220.0 8220.0 9.09 False None None False None False 74719.8 0 2321356 68589 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Plinth Beam ---- Work Should be carried out in site as per Engineer incharge Cum 6219.0 6219.0 1.92 False None None False None False 11940.48 0 2321357 68589 None Vol 1 P-111 1.a Formwork, Centering & Scaffloding 50% For Plinth Beams ---- Work Should be carried out in site as per Engineer incharge Cum 3109.5 3109.5 1.92 False None None False None False 5970.24 0 2321358 68589 None Vol 1 P-18 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 Slab ---- Work Should be carried out in site as per Engineer incharge Cum 6219.0 6219.0 3.01 False None None False None False 18719.19 0 2321359 68589 None Vol 1 P-111 9 Formwork, Centering & Scaffloding 50% For Slab ---- Work Should be carried out in site as per Engineer incharge Cum 3109.5 3109.5 3.01 False None None False None False 9359.595 0 2321360 68589 None Vol 2 P-18 2.11.a Steel Fabrication: Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings ---- Work Should be carried out in site as per Engineer incharge Tonne 89457.0 89457.0 0.53 False None None False None False 47412.21 0 2321361 68589 None Vol 2 P-41 8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 241.0 241.0 43.95 False None None False None False 10591.95 0 2321362 68589 None Vol 5 P-221 18.3 Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 1962.0 1962.0 2.0 False None None False None False 3924.0 0 1706507527000 1 None None Buildings High School Ground Floor 4676766.99 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2321363 68590 None Vol 1 P-8 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth ---- Work Should be carried out in site as per Engineer incharge Cum 95.0 95.0 97.81 False None None False None False 9291.95 0 2321364 68590 None Vol 1 P-8 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m ---- Work Should be carried out in site as per Engineer incharge Cum 102.0 102.0 103.01 False None None False None False 10507.02 0 2321365 68590 None Vol 1 P-8 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m ---- Work Should be carried out in site as per Engineer incharge Cum 102.0 102.0 189.5 False None None False None False 19329.0 0 2321366 68590 None Vol 1 P-8 1.15.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting Depth upto 1.5 m depth ---- Work Should be carried out in site as per Engineer incharge Cum 363.0 363.0 81.21 False None None False None False 29479.23 0 2321367 68590 None Vol 1 P-7 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m ---- Work Should be carried out in site as per Engineer incharge Cum 266.0 266.0 189.5 False None None False None False 50407.0 0 2321368 68590 None Vol 1 P-7 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ---- Work Should be carried out in site as per Engineer incharge Cum 474.0 474.0 163.65 False None None False None False 77570.1 0 2321369 68590 None Vol 1 P-18 2.10.a Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M10 Grade ---- Work Should be carried out in site as per Engineer incharge Cum 5866.0 5866.0 38.39 False None None False None False 225195.74 0 2321370 68590 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Isolated Footing ---- Work Should be carried out in site as per Engineer incharge Cum 6219.0 6219.0 53.54 False None None False None False 332965.26 0 2321371 68590 None Vol 1 P-111 1.a Formwork, Centering & Scaffloding 8% For Isolated Footing ---- Work Should be carried out in site as per Engineer incharge Cum 497.52 497.52 53.54 False None None False None False 26637.2208 0 2321372 68590 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Columns up to plinth ---- Work Should be carried out in site as per Engineer incharge Cum 6219.0 6219.0 5.72 False None None False None False 35572.68 0 2321373 68590 None Vol 1 P-111 9 Formwork, Centering & Scaffloding 70% For Columns up to plinth ---- Work Should be carried out in site as per Engineer incharge Cum 4353.3 4353.3 5.72 False None None False None False 24900.876 0 2321374 68590 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Columns ---- Work Should be carried out in site as per Engineer incharge Cum 6219.0 6219.0 10.2 False None None False None False 63433.8 0 2321375 68590 None Vol 1 P-111 9 Formwork, Centering & Scaffloding 70% For Columns ---- Work Should be carried out in site as per Engineer incharge Cum 4353.3 4353.3 10.2 False None None False None False 44403.66 0 2321376 68590 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Plinth beams ---- Work Should be carried out in site as per Engineer incharge Cum 6219.0 6219.0 13.03 False None None False None False 81033.57 0 2321377 68590 None Vol 1 P-111 2 Formwork, Centering & Scaffloding 50% For Plinth Beams ---- Work Should be carried out in site as per Engineer incharge Cum 3109.5 3109.5 13.03 False None None False None False 40516.785 0 2321378 68590 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Beams ---- Work Should be carried out in site as per Engineer incharge Cum 6219.0 6219.0 14.16 False None None False None False 88061.04 0 2321379 68590 None Vol 1 P-112 14 Formwork, Centering & Scaffloding 60% For Beams ---- Work Should be carried out in site as per Engineer incharge Cum 3731.4 3731.4 14.16 False None None False None False 52836.624 0 2321380 68590 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Slab ---- Work Should be carried out in site as per Engineer incharge Cum 6219.0 6219.0 38.01 False None None False None False 236384.19 0 2321381 68590 None Vol 1 P-112 15 Formwork, Centering & Scaffloding 50% For Roof Slab & Staircase ---- Work Should be carried out in site as per Engineer incharge Cum 3109.5 3109.5 38.01 False None None False None False 118192.095 0 2321382 68590 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Lintel ---- Work Should be carried out in site as per Engineer incharge Cum 6219.0 6219.0 3.49 False None None False None False 21704.31 0 2321383 68590 None Vol 1 P-112 14 Formwork, Centering & Scaffloding 60% FOR Lintel ---- Work Should be carried out in site as per Engineer incharge Cum 3731.4 3731.4 3.49 False None None False None False 13022.586 0 2321384 68590 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Sill ---- Work Should be carried out in site as per Engineer incharge Cum 6219.0 6219.0 1.47 False None None False None False 9141.93 0 2321385 68590 None Vol 1 P-111 1b. Formwork, Centering & Scaffloding 3% For Sill ---- Work Should be carried out in site as per Engineer incharge Cum 186.57 186.57 1.47 False None None False None False 274.2579 0 2321386 68590 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Chejja ---- Work Should be carried out in site as per Engineer incharge Cum 6219.0 6219.0 1.242 False None None False None False 7723.998 0 2321387 68590 None Vol 1 P-112 19 Formwork, Centering & Scaffloding 45% For Chejja ---- Work Should be carried out in site as per Engineer incharge Cum 2798.55 2798.55 1.242 False None None False None False 3475.7991 0 2321388 68590 None Vol 1 P-18 2.11.a Steel Fabrication: Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings ---- Work Should be carried out in site as per Engineer incharge Tonne 89457.0 89457.0 12.07 False None None False None False 1079745.99 0 2321389 68590 None Vol 2 P-9 5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ---- Work Should be carried out in site as per Engineer incharge Cum 6389.0 6389.0 6.83 False None None False None False 43636.87 0 2321390 68590 None Vol 2 P-9 5.1.1 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) ---- Work Should be carried out in site as per Engineer incharge Cum 5611.0 5611.0 38.75 False None None False None False 217426.25 0 2321391 68590 None Vol 2 P-17 6.32 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ---- Work Should be carried out in site as per Engineer incharge Sqm 1310.0 1310.0 226.68 False None None False None False 296950.8 0 2321392 68590 None Vol 2 P-17 6.34 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ---- Work Should be carried out in site as per Engineer incharge Sqm 1104.0 1104.0 22.66 False None None False None False 25016.64 0 2321393 68590 None Vol 2 P-77 11.5.2 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 4242.0 4242.0 10.08 False None None False None False 42759.36 0 2321394 68590 None Vol 2 P-86 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. ---- Work Should be carried out in site as per Engineer incharge Kg 183.0 183.0 559.44 False None None False None False 102377.52 0 2321395 68590 None Vol 2 P-104 12.54 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Mtr 318.0 318.0 19.8 False None None False None False 6296.4 0 2321396 68590 None Vol 2 P-104 12.55.1 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges with both side prelam ---- Work Should be carried out in site as per Engineer incharge Sqm 2366.0 2366.0 6.3 False None None False None False 14905.8 0 2321397 68590 None Vol 2 P-110 12.88 Providing & fixing of 2 track x 2panel sliding door made out of multi chambered UPVC (Matching to RAL 9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets grey colour having isolated drainage and reinforced with Galvanized Iron profile through out the window frame. The outer frame having a overall size of 60 mm width x 45 mm height with reinforcement of 1 mm thickness and Sash with overall size of 39 mm X 58 mm with GI reinforcement of 1 mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20 mm x 24 mm. Windows shall be provided with 5 mm plain float glass, standard hardware & single point locking system with touch lock. Wall thickness of frame & sash shall be of 2 2.5 mm. Maximum possible size 1819 mm x 1819mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- Work Should be carried out in site as per Engineer incharge Sqm 5390.0 5390.0 1.89 False None None False None False 10187.1 0 2321398 68590 None Vol 2 P-41 8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 241.0 241.0 438.95 False None None False None False 105786.95 0 2321399 68590 None Vol 2 P-50 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 100.0 100.0 801.55 False None None False None False 80155.0 0 2321400 68590 None Vol 2 P-41 8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 279.0 279.0 264.83 False None None False None False 73887.57 0 2321401 68590 None Vol 2 P-61 9.17.2 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm ---- Work Should be carried out in site as per Engineer incharge Sqm 1175.0 1175.0 161.34 False None None False None False 189574.5 0 2321402 68590 None Vol 2 P-59 9.2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. ---- Work Should be carried out in site as per Engineer incharge Sqm 800.0 800.0 24.59 False None None False None False 19672.0 0 2321403 68590 None Vol 2 P-64 9.31 Providing and laying Polished Sadarahalli Grey Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 20 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 2085.0 2085.0 132.52 False None None False None False 276304.2 0 2321404 68590 None Vol 2 P-60 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. ---- Work Should be carried out in site as per Engineer incharge Sqm 889.0 889.0 22.16 False None None False None False 19700.24 0 2321405 68590 None Vol 2 P-71 10.14 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete. ---- Work Should be carried out in site as per Engineer incharge Sqm 1106.0 1106.0 14.8 False None None False None False 16368.8 0 2321406 68590 None Vol 2 P-69 10.1.1 Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. ---- Work Should be carried out in site as per Engineer incharge Sqm 4006.0 4006.0 3.6 False None None False None False 14421.6 0 2321407 68590 None Vol 2 P-84 11.25.2 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- Work Should be carried out in site as per Engineer incharge Kg 136.0 136.0 183.87 False None None False None False 25006.32 0 2321408 68590 None Vol 2 P-46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 158.0 158.0 801.55 False None None False None False 126644.9 0 2321409 68590 None Vol 2 P-46 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 174.0 174.0 284.0 False None None False None False 49416.0 0 2321410 68590 None Vol 2 P-47 8.36.1 Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Enginer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 176.0 176.0 36.72 False None None False None False 6462.72 0 2321411 68590 None Vol 2 P-110 12.90 Providing & fixing of 3-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 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm 2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- Work Should be carried out in site as per Engineer incharge Sqm 6734.0 6734.0 26.64 False None None False None False 179393.76 0 2321412 68590 None Vol 2 P-55 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 in site as per Engineer incharge Sqm 475.0 475.0 17.28 False None None False None False 8208.0 0 2321413 68590 None Vol 2 P-44 8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. ---- Work Should be carried out in site as per Engineer incharge Sqm 1238.0 1238.0 19.71 False None None False None False 24400.98 0 1706507527000 0 None None Buildings High School FIRST FLOOR 2926008.62 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2321414 68591 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Columns ---- Work Should be carried out in site as per Engineer incharge Cum 6281.19 6281.19 10.2 False None None False None False 64068.138 0 2321415 68591 None Vol 1 P-111 9 Formwork, Centering & Scaffloding 70% For Columns ---- Work Should be carried out in site as per Engineer incharge Cum 4396.84 4396.84 10.2 False None None False None False 44847.768 0 2321416 68591 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Beams ---- Work Should be carried out in site as per Engineer incharge Cum 6281.19 6281.19 14.16 False None None False None False 88941.6504 0 2321417 68591 None Vol 1 P-112 14 Formwork, Centering & Scaffloding 60% For Beams ---- Work Should be carried out in site as per Engineer incharge Cum 3768.72 3768.72 14.16 False None None False None False 53365.0752 0 2321418 68591 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Roof Slab ---- Work Should be carried out in site as per Engineer incharge Cum 6281.19 6281.19 35.35 False None None False None False 222040.0665 0 2321419 68591 None Vol 1 P-112 15 Formwork, Centering & Scaffloding 50% For Roof Slab ---- Work Should be carried out in site as per Engineer incharge Cum 3140.6 3140.6 35.35 False None None False None False 111020.21 0 2321420 68591 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Staircase ---- Work Should be carried out in site as per Engineer incharge Cum 6281.19 6281.19 2.67 False None None False None False 16770.7773 0 2321421 68591 None Vol 1 P-112 15 Formwork, Centering & Scaffloding 50% For Staircase ---- Work Should be carried out in site as per Engineer incharge Cum 3140.6 3140.6 2.67 False None None False None False 8385.402 0 2321422 68591 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Lintel ---- Work Should be carried out in site as per Engineer incharge Cum 6281.19 6281.19 2.99 False None None False None False 18780.7581 0 2321423 68591 None Vol 1 P-112 14 Formwork, Centering & Scaffloding 60% For Lintel ---- Work Should be carried out in site as per Engineer incharge Cum 3768.72 3768.72 2.99 False None None False None False 11268.4728 0 2321424 68591 None Vol 1 18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Sill ---- Work Should be carried out in site as per Engineer incharge Cum 6281.19 6281.19 1.33 False None None False None False 8353.9827 0 2321425 68591 None Vol 1 P-111 1b. Formwork, Centering & Scaffloding 3% For Sill ---- Work Should be carried out in site as per Engineer incharge Cum 188.44 188.44 1.33 False None None False None False 250.6252 0 2321426 68591 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Chejja ---- Work Should be carried out in site as per Engineer incharge Cum 6281.19 6281.19 1.01 False None None False None False 6344.0019 0 2321427 68591 None Vol 1 P-112 19 Formwork, Centering & Scaffloding 45% For Chejja ---- Work Should be carried out in site as per Engineer incharge Cum 2826.54 2826.54 1.01 False None None False None False 2854.8054 0 2321428 68591 None Vol 1 P-18 2.11.a Steel Fabrication: Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings ---- Work Should be carried out in site as per Engineer incharge Tonne 90351.57 90351.57 7.42 False None None False None False 670408.6494 0 2321429 68591 None Vol 2 P-17 6.32 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ---- Work Should be carried out in site as per Engineer incharge Sqm 1323.1 1323.1 261.21 False None None False None False 345606.951 0 2321430 68591 None Vol 2 P-77 11.5.2 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 4284.42 4284.42 10.08 False None None False None False 43186.9536 0 2321431 68591 None Vol 2 P-86 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. ---- Work Should be carried out in site as per Engineer incharge Kg 184.83 184.83 574.56 False None None False None False 106195.9248 0 2321432 68591 None Vol 2 P-41 8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 243.41 243.41 361.81 False None None False None False 88068.1721 0 2321433 68591 None Vol 2 P-50 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 101.0 101.0 724.41 False None None False None False 73165.41 0 2321434 68591 None Vol 2 P-41 8.2.1 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 297.95 297.95 310.22 False None None False None False 92430.049 0 2321435 68591 None Vol 2 P-61 9.17.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm ---- Work Should be carried out in site as per Engineer incharge Sqm 1186.75 1186.75 187.44 False None None False None False 222444.42 0 2321436 68591 None Vol 2 P-64 9.31 Providing and laying Polished Sadarahalli Grey Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 20 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 2105.85 2105.85 103.33 False None None False None False 217597.4805 0 2321437 68591 None Vol 2 P-84 11.25.2 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- Work Should be carried out in site as per Engineer incharge Kg 137.36 137.36 106.25 False None None False None False 14594.5 0 2321438 68591 None Vol 2 P-46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 159.58 159.58 724.41 False None None False None False 115601.3478 0 2321439 68591 None Vol 2 P-46 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 175.74 175.74 329.39 False None None False None False 57886.9986 0 2321440 68591 None Vol 2 P-47 8.36.1 Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Enginer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 177.76 177.76 37.44 False None None False None False 6655.3344 0 2321441 68591 None Vol 2 P-110 12.90 Providing & fixing of 3-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 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm 2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- Work Should be carried out in site as per Engineer incharge Sqm 6801.34 6801.34 27.36 False None None False None False 186084.6624 0 2321442 68591 None Vol 2 P-55 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 in site as per Engineer incharge Sqm 479.75 479.75 8.64 False None None False None False 4145.04 0 2321443 68591 None Vol 2 P-44 8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. ---- Work Should be carried out in site as per Engineer incharge Sqm 1250.38 1250.38 19.71 False None None False None False 24644.9898 0 1706507527000 0 None None Buildings High School TERRACE FLOOR 503333.52 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2321444 68592 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Columns ---- Work Should be carried out in site as per Engineer incharge Cum 6343.38 6343.38 3.79 False None None False None False 24041.4102 0 2321445 68592 None Vol 1 P-111 9 Formwork, Centering & Scaffloding 70% For Columns ---- Work Should be carried out in site as per Engineer incharge Cum 4440.37 4440.37 3.79 False None None False None False 16829.0023 0 2321446 68592 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Beams ---- Work Should be carried out in site as per Engineer incharge Cum 6343.38 6343.38 1.51 False None None False None False 9578.5038 0 2321447 68592 None Vol 1 P-112 14 Formwork, Centering & Scaffloding 60% For Beams ---- Work Should be carried out in site as per Engineer incharge Cum 3806.03 3806.03 1.51 False None None False None False 5747.1053 0 2321448 68592 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Roof Slab ---- Work Should be carried out in site as per Engineer incharge Cum 6343.38 6343.38 2.25 False None None False None False 14272.605 0 2321449 68592 None Vol 1 P-112 15 Formwork, Centering & Scaffloding 50% For Roof Slab ---- Work Should be carried out in site as per Engineer incharge Cum 3171.69 3171.69 2.25 False None None False None False 7136.3025 0 2321450 68592 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Lintel ---- Work Should be carried out in site as per Engineer incharge Cum 6343.38 6343.38 0.53 False None None False None False 3361.9914 0 2321451 68592 None Vol 1 P-112 14 Formwork, Centering & Scaffloding 60% For Lintel ---- Work Should be carried out in site as per Engineer incharge Cum 3806.03 3806.03 0.53 False None None False None False 2017.1959 0 2321452 68592 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Sill ---- Work Should be carried out in site as per Engineer incharge Cum 6343.38 6343.38 0.28 False None None False None False 1776.1464 0 2321453 68592 None Vol 1 P-111 1b. Formwork, Centering & Scaffloding 3% For Sill ---- Work Should be carried out in site as per Engineer incharge Cum 190.3 190.3 0.28 False None None False None False 53.284 0 2321454 68592 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Chejja ---- Work Should be carried out in site as per Engineer incharge Cum 6343.38 6343.38 0.13 False None None False None False 824.6394 0 2321455 68592 None Vol 1 P-112 19 Formwork, Centering & Scaffloding 45% For Chejja ---- Work Should be carried out in site as per Engineer incharge Cum 2854.52 2854.52 0.13 False None None False None False 371.0876 0 2321456 68592 None Vol 1 P-18 2.11.a Steel Fabrication: Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings ---- Work Should be carried out in site as per Engineer incharge Tonne 91246.14 91246.14 1.27 False None None False None False 115882.5978 0 2321457 68592 None Vol 2 P-17 6.32 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ---- Work Should be carried out in site as per Engineer incharge Sqm 1336.2 1336.2 38.01 False None None False None False 50788.962 0 2321458 68592 None Vol 2 P-17 6.34 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ---- Work Should be carried out in site as per Engineer incharge Sqm 1126.08 1126.08 49.06 False None None False None False 55245.4848 0 2321459 68592 None Vol 2 P-86 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. ---- Work Should be carried out in site as per Engineer incharge Kg 186.66 186.66 45.36 False None None False None False 8466.8976 0 2321460 68592 None Vol 2 P-77 11.5.2 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge ---- Work Should be carried out in site as per Engineer incharge Sqm 4326.84 4326.84 2.52 False None None False None False 10903.6368 0 2321461 68592 None Vol 2 P-41 8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 245.82 245.82 46.11 False None None False None False 11334.7602 0 2321462 68592 None Vol 2 P-50 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 102.0 102.0 73.19 False None None False None False 7465.38 0 2321463 68592 None Vol 2 P-41 8.2.1 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 300.9 300.9 208.8 False None None False None False 62827.92 0 2321464 68592 None Vol 2 P-46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 161.16 161.16 73.19 False None None False None False 11795.3004 0 2321465 68592 None Vol 2 P-46 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 177.48 177.48 208.8 False None None False None False 37057.824 0 2321466 68592 None Vol 2 P-47 8.36.1 Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Enginer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 179.52 179.52 4.68 False None None False None False 840.1536 0 2321467 68592 None Vol 2 P-21 7.1.1 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 896.58 896.58 21.44 False None None False None False 19222.6752 0 2321468 68592 None Vol 2 P-77 11.1 Providing and fixing Structural Steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- Work Should be carried out in site as per Engineer incharge Kg 108.12 108.12 98.56 False None None False None False 10656.3072 0 2321469 68592 None Vol 2 P-110 12.90 Providing & fixing of 3 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 108mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm 2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- Work Should be carried out in site as per Engineer incharge Sqm 6868.68 6868.68 2.16 False None None False None False 14836.3488 0 1706507527000 0 None None Buildings High School Sanitary & water supply 471249.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2321470 68593 None Vol 2 P-117 13.3.1 Providing and fixing brass stop cock of approved quality :15 mm nominal bore ---- Work Should be carried out in site as per Engineer incharge Nos 299.0 299.0 10.0 False None None False None False 2990.0 0 2321471 68593 None Vol 2 P-120 13.20.2 Providing and fixing PTMT pillar cock of approved quality and colour. 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms ---- Work Should be carried out in site as per Engineer incharge Nos 314.0 314.0 8.0 False None None False None False 2512.0 0 2321472 68593 None Vol 2 P-131 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests ---- Work Should be carried out in site as per Engineer incharge Nos 4884.0 4884.0 2.0 False None None False None False 9768.0 0 2321473 68593 None Vol 2 P-131 14.2.1 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid ---- Work Should be carried out in site as per Engineer incharge Nos 4838.0 4838.0 1.0 False None None False None False 4838.0 0 2321474 68593 None Vol 2 P-135 14.23 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. ---- Work Should be carried out in site as per Engineer incharge Nos 1154.0 1154.0 1.0 False None None False None False 1154.0 0 2321475 68593 None Vol 2 P-133 14.7.8 White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow including operated levers ---- Work Should be carried out in site as per Engineer incharge Nos 4113.0 4113.0 8.0 False None None False None False 32904.0 0 2321476 68593 None Vol 2 P-133 14.8 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. ---- Work Should be carried out in site as per Engineer incharge Nos 1423.0 1423.0 8.0 False None None False None False 11384.0 0 2321477 68593 None Vol 2 P-137 14.40.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g ---- Work Should be carried out in site as per Engineer incharge Each 496.0 496.0 4.0 False None None False None False 1984.0 0 2321478 68593 None Vol 2 P-136 14.32.2 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 453x357 mm ---- Work Should be carried out in site as per Engineer incharge Nos 1018.0 1018.0 8.0 False None None False None False 8144.0 0 2321479 68593 None Vol 2 P-122 13.31.2 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 20mm nominal dia pipes ---- Work Should be carried out in site as per Engineer incharge Mtr 242.0 242.0 30.0 False None None False None False 7260.0 0 2321480 68593 None Vol 2 P-122 13.31.3 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 25mm nominal dia pipes ---- Work Should be carried out in site as per Engineer incharge Mtr 318.0 318.0 30.0 False None None False None False 9540.0 0 2321481 68593 None Vol 2 P-122 13.31.4 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 32mm nominal dia pipes ---- Work Should be carried out in site as per Engineer incharge Mtr 400.0 400.0 75.0 False None None False None False 30000.0 0 2321482 68593 None Vol 2 P-122 13.31.6 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 50mm nominal dia pipes ---- Work Should be carried out in site as per Engineer incharge Mtr 781.0 781.0 90.0 False None None False None False 70290.0 0 2321483 68593 None Vol 2 P-117 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 in site as per Engineer incharge Nos 855.0 855.0 15.0 False None None False None False 12825.0 0 2321484 68593 None Vol 2 P-118 13.8.2.2 Providing and fixing unplasticised PVC connection pipe with brass unions :45 cm length 20 mm nominal bore ---- Work Should be carried out in site as per Engineer incharge Nos 110.0 110.0 15.0 False None None False None False 1650.0 0 2321485 68593 None Vol 2 P-123 13.34 Providing and placing on terrace, polyethylene water storage tanks as per IS 12701 : 1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes but without fittings and the base support for tank ---- Work Should be carried out in site as per Engineer incharge Ltr 9.0 9.0 5000.0 False None None False None False 45000.0 0 2321486 68593 None Vol 5 P-A-44 660 PVC pipes of 8 Kg/cm2 for 140mm(3.097) ---- Work Should be carried out in site as per Engineer incharge Mtr 456.0 456.0 128.0 False None None False None False 58368.0 0 2321487 68593 None Vol 5 A-44 664 PVC pipes of 10 Kg/cm2 for 200mm ---- Work Should be carried out in site as per Engineer incharge Mtr 1155.0 1155.0 30.0 False None None False None False 34650.0 0 2321488 68593 None Vol 2 P-125 13 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes of 150mm dia conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes ---- Work Should be carried out in site as per Engineer incharge Mtr 568.0 568.0 38.0 False None None False None False 21584.0 0 2321489 68593 None Vol 5 P-208 16.60.1 Providing PVC-U INDIVIDUAL U.G.D House service connection (which shall be laid from inside the customer property ) which includes: a) Supply of PVC-U pipe (b) providing and fixing of 315 mm dia the PE Inspection chambres with lid consisting of inlet & outlet arrangements with base, riser of min. 0.42 m depth which includes earth work, fixing in CC-1:2:4 with appurtenances., complete. (c) civil works like Earthwork excavation for the pipeline trenches for laying of PVC-U pipes for the house connections in all types of soils , disintegrated rock,soft rock, hard rock, including cutting of any road using , crossing drains, compound, Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, c.c. wood work, steel work, including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable and stacking the serviceable material with all lifts and lead , restoring the damaged portions inside or outside the property premises, refilling the portions of trenches that are dug open including linking to existing sewer network with appurtenances. complete. 110 mm dia ---- Work Should be carried out in site as per Engineer incharge Nos 8134.0 8134.0 2.0 False None None False None False 16268.0 0 2321490 68593 None Vol 1 P-5 1.4.1 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m ---- Work Should be carried out in site as per Engineer incharge Cum 242.0 242.0 9.0 False None None False None False 2178.0 0 2321491 68593 None Vol 1 P-7 1.90 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m ---- Work Should be carried out in site as per Engineer incharge Cum 266.0 266.0 20.0 False None None False None False 5320.0 0 2321492 68593 None Vol 5 P-191 16.9 Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover ---- Work Should be carried out in site as per Engineer incharge Nos 5454.0 5454.0 4.0 False None None False None False 21816.0 0 2321493 68593 None Vol 5 P-192 16.15.1 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland / Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40 mm and down size graded metal of approved quality and with an offset of 0.15 M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12 mm thick, except for the conical surface outside where the plaster thickness shall be 20 mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3 mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.HConstructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame ---- Work Should be carried out in site as per Engineer incharge Nos 29047.0 29047.0 2.0 False None None False None False 58094.0 0 2321494 68593 None Vol 2 P-135 14.29 Providing and fixing 100 mm sand cast Iron grating for gully trap. ---- Work Should be carried out in site as per Engineer incharge Nos 47.0 47.0 8.0 False None None False None False 376.0 0 2321495 68593 None Vol 2 P-120 13.22.1.2 Providing and fixing PTMT grating of approved quality and colour 125 mm nominal dia ---- Work Should be carried out in site as per Engineer incharge Nos 44.0 44.0 8.0 False None None False None False 352.0 0 1706507527000 0 None None Buildings High School Electrical Work 563904.6 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2321496 68594 None 1.2.1 (2 of 105) Concealed Conduit System :Supplying heavy gauge PVC conduit pipe mm dia mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary19/20mm dia 2mm thick (PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Mtr 66.0 66.0 525.0 False None None False None False 34650.0 0 2321497 68594 None 1.2.2 (2 of 105) Concealed Conduit System :Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary25mm dia 2mm thick.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Mtr 78.0 78.0 175.0 False None None False None False 13650.0 0 2321498 68594 None 1.3.1 (2 of 105) Supplying heavy gauge PVC Conduit Pipe 25dia 2mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.19/20mm dia 2mm thick.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Mtr 68.0 68.0 130.0 False None None False None False 8840.0 0 2321499 68594 None 1.3.2 (2 of 105) Supplying heavy gauge PVC Conduit Pipe 25dia 2mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.25mm dia 2mm thick.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Mtr 79.0 79.0 100.0 False None None False None False 7900.0 0 2321500 68594 None 1.9.2 (3 of 105) Supplying PVC/GI flexible conduit pipe .... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300mm using NF screws and on either end of the pipe terminated completely25mm.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Mtr 22.0 22.0 30.0 False None None False None False 660.0 0 2321501 68594 None 2.1.1 (5 of 105) Point wiring using Copper wire with out switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2 X1.5Sq.mm (Phase&Neutral) &1x1.0 Sqmm(earth Wire)Cable confirming to the GTP, with a 6Amps flush type SP 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 upto3mtr from tapping point to out let via Switch.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Point 285.0 285.0 30.0 False None None False None False 8550.0 0 2321502 68594 None 2.1.2 (5 of 105) Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Point 394.0 394.0 62.0 False None None False None False 24428.0 0 2321503 68594 None 2.1.3 (5 of 105) Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Point 570.0 570.0 8.0 False None None False None False 4560.0 0 2321504 68594 None 2.3.2 (5 of 105) Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,1.5 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Mtr 26.0 26.0 300.0 False None None False None False 7800.0 0 2321505 68594 None 2.3.3 (5 of 105) Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,2.5 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Mtr 42.0 42.0 600.0 False None None False None False 25200.0 0 2321506 68594 None 2.3.4 (5 of 105) Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,4 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Mtr 63.0 63.0 200.0 False None None False None False 12600.0 0 2321507 68594 None 2.3.5 (5 of 105) Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,6 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Mtr 92.0 92.0 100.0 False None None False None False 9200.0 0 2321508 68594 None 3.4.2 (8 of 105) Supplying and flush mounting powder coated / galvanized metal box size 1-3way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 159.0 159.0 4.0 False None None False None False 636.0 0 2321509 68594 None 3.4.3 (8 of 105) Supplying and flush mounting powder coated / galvanized metal box size 4-5way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 177.0 177.0 3.0 False None None False None False 531.0 0 2321510 68594 None 3.4.5 (8 of 105) Supplying and flush mounting powder coated / galvanized metal box size 8way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 261.0 261.0 25.0 False None None False None False 6525.0 0 2321511 68594 None 3.4.6 (8 of 105) Supplying and flush mounting powder coated / galvanized metal box size 10-12way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 319.0 319.0 30.0 False None None False None False 9570.0 0 2321512 68594 None 3.5.2 (8 of 105) Supplying and fixing superior quality 3Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal box.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 161.0 161.0 4.0 False None None False None False 644.0 0 2321513 68594 None 3.5.3 (8 of 105) Supplying and fixing superior quality 4Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal box.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 175.0 175.0 3.0 False None None False None False 525.0 0 2321514 68594 None 3.5.5 (8 of 105) Supplying and fixing superior quality 8 modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metalbox.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 284.0 284.0 25.0 False None None False None False 7100.0 0 2321515 68594 None 3.5.6 (8 of 105) Supplying and fixing superior quality 10-12Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metalbox.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 344.0 344.0 30.0 False None None False None False 10320.0 0 2321516 68594 None 3.6.1 (9 of 105) Supplying and fixing of 6Amps 0ne way modular switch on existing modular switch plate as per IS 3854 and IS 1293.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 102.0 102.0 130.0 False None None False None False 13260.0 0 2321517 68594 None 3.6.3 (9 of 105) Supplying and fixing of 6Amps 3way modular Socketc on existing modular switch plate as per IS 3854 and IS 1293.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 171.0 171.0 55.0 False None None False None False 9405.0 0 2321518 68594 None 3.6.4 (9 of 105) Supplying and fixing of modular stepped fan regulator Two Module on existing modular switch plate as per and IS 1293.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 357.0 357.0 40.0 False None None False None False 14280.0 0 2321519 68594 None 3.6.7 (9 of 105) Supplying and fixing of 16Amps 0ne way modular switch on existing modular switch plate as per IS 3854 and IS 1293.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 180.0 180.0 4.0 False None None False None False 720.0 0 2321520 68594 None 3.6.9 (9 of 105) Supplying and fixing of32Amps modular DP Switch on existing modular switch plate as per IS 3854 and IS 1293.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 326.0 326.0 4.0 False None None False None False 1304.0 0 2321521 68594 None 3.6.10 (9 of 105) Supplying and fixing of 6/16amps modular Universal Socket on existing modular switch plate as per IS 3854 and IS 1293.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 236.0 236.0 4.0 False None None False None False 944.0 0 2321522 68594 None 3.14.6 (10 of 105) Supplying and fixing of 6AmpsLamp holder on existing board.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 71.0 71.0 100.0 False None None False None False 7100.0 0 2321523 68594 None 5.7.3 (14 of 105) Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers.63amps.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 401.0 401.0 3.0 False None None False None False 1203.0 0 2321524 68594 None 5.18.1 (17 of 105) Supplying and fixingof 6to32 Amps Single pole 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.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 415.0 415.0 20.0 False None None False None False 8300.0 0 2321525 68594 None 5.18.4 (17 of 105) Supplying and fixingof 6to32 Amps Double pole 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.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 739.0 739.0 6.0 False None None False None False 4434.0 0 2321526 68594 None 5.19.9 (18 of 105) Supplying and fixing 12way regular MCB distribution boards on wall / wood board / flush mounting using required clamps, 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.I - doble Door12way sp&n.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 2329.0 2329.0 4.0 False None None False None False 9316.0 0 2321527 68594 None 6.3.1 (30 of 105) Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system. 48" Sweep (1200mm) Economy model.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 2984.0 2984.0 30.0 False None None False None False 89520.0 0 2321528 68594 None 11.3.2 (43 of 105) LED Indood supplying of 1x4 feet LED PVC square batten 20/22 W with high quality diffuser with life of 25000 burning hours at 70% lumen maintenance with CRI 80 power input 220-240V@ 50Hz & Power Factor 0.9 along with CE approved drivers. 2 years Warrenty againest any manufacturing defect working under standard electrical condition (PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 690.0 690.0 53.0 False None None False None False 36570.0 0 2321529 68594 None 11..11.4 (47 of 105) Supplying & fixing of retrofi ttype LED bulb...... Wwith OPALacry licdiffuser comprising of LED source with CCT 6500 degreeK, CRI70%. efficacy 80lumenper W, life25000 burning hoursand Compliance to IS10322/IEC60598, LM79&LM80. The LED are driven byHFelectronicdriverintegratedinthesystem,withPF0.95,powerlossshould 5 oflampWage.,shortcircuit&opencircuitprotectiontobeintegratedinthecircuit,THDlessthan20%,LifeasperLM79.Theoperatinginputvoltageshouldbebetween130to275V.BISApprovedandTestedbyNABL/CPRIaccreditedlaboratorywith2yearsWarrantyagains tany manufacturing defect working under standard electrical condition. (PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 154.0 154.0 10.0 False None None False None False 1540.0 0 2321530 68594 None 13.7.1 (56 of 105) 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 clamps.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 122.0 122.0 53.0 False None None False None False 6466.0 0 2321531 68594 None 13.10 (57 of 105) Fixing a ceiling / wall mounting fan of all capacities and all types, with necessary clamps and 'S' hook made out of 15mm dia MS rod, with 5 amps. 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.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 171.0 171.0 30.0 False None None False None False 5130.0 0 2321532 68594 None 12.56 (54 of 105) Supplying,fixing,wiring,earthelectrodeforgroundingconduits,I.C.cutoutsandotherequipment'sonthemeterboardusing40mmdia2.90mmthickGIpipe2.5mlongburiedinapit.Thepitshouldbefilledwithequalproportionofsaltandcharcoal150mmall-roundthepipetocompletedepth.Theconnectionfromthepipetotheconduitetc.,istobeestablishedthroughGIwireofsizeasperlSIspecification7.3.3.ofIS732using12mmdiabolts,nuts,washersandchecknutsetc., the pipe shall have 16 through holes of 12 mm dia (PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge No 3510.0 3510.0 3.0 False None None False None False 10530.0 0 2321533 68594 None 32.07 (13 of 81) 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 strip25Sqmm, 3.5 Core, (12 GI Strips - 4 x 0.8 mm) (PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Km 139549.0 139549.0 0.06 False None None False None False 8372.94 0 2321534 68594 None 11.1.5 127 Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete Light Duty GI pipe of 40mm dia (Volume - 5 SR Water Supply and Sewerage Works) ---- Work Should be carried out in site as per Engineer incharge Rmtr 412.0 412.0 10.0 False None None False None False 4120.0 0 2321535 68594 None 1.4.1 5 Earth work excavation by manual means for drains, canals, waste weir, draft,approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.( PWD common SR Vol-I 2023-24) ---- Work Should be carried out in site as per Engineer incharge Cum 242.0 242.0 22.0 False None None False None False 5324.0 0 2321536 68594 None 1.10 7 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications ( PWD common SR Vol-I 2023-24) ---- Work Should be carried out in site as per Engineer incharge Cum 160.0 160.0 22.0 False None None False None False 3520.0 0 2321537 68594 None 21.05 (52 of 81) Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff 2.5 to 25 Sqmm (PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Km 20886.0 20886.0 0.06 False None None False None False 1253.16 0 2321538 68594 None 5.37 (19 of 105) Supplying, fixing and wiring heavy duty low voltage capacitors conforming to IS 2834. 3 phase, 400/440 V grade, for power factor improvement of rotating machineries like induction motor.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Kvar 480.0 480.0 50.0 False None None False None False 24000.0 0 2321539 68594 None 5.38 (19 of 105) Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz12/24V D.C (PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 515.0 515.0 3.0 False None None False None False 1545.0 0 2321540 68594 None 5.40.1 (20 of 105) 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 10 mm Aluminium Strips (PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Mtr 2465.0 2465.0 1.5 False None None False None False 3697.5 0 2321541 68594 None 5.41.2 (20 of 105) 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 (PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Mtr 395.0 395.0 10.0 False None None False None False 3950.0 0 2321542 68594 None 5.42.2 (21 of 105) 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 ((PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Sq CM 0.43 0.43 75000.0 False None None False None False 32250.0 0 2321543 68594 None 6.1 (30 of 105) Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Nos 1492.0 1492.0 1.0 False None None False None False 1492.0 0 2321544 68594 None 11.8.2 (46 of 105) 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 Efficiency 1301m/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 working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source..LED Streetlight 40 W (PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Nos 4024.0 4024.0 3.0 False None None False None False 12072.0 0 2321545 68594 None 13.1.1 (56 of 105) Supplying and Fixing of........mm dia class A GI pipe bracket upto 2 ms long bent at suitable angle and fixing to this bracket 1x40/2x40 W fluorescent tube street light fitting of all capacities to GI or GI or rail or RCC pole / wall using suitable clA, bolts, and nuts and wiring using suitable capacity wires.Using 25mm dia G.I.Pipe(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 978.0 978.0 3.0 False None None False None False 2934.0 0 2321546 68594 None 13.14 (57 of 105) Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 A. ceiling rose with sufficient length of 23/0.0076 inch PVC insulated twin core wire..(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 492.0 492.0 1.0 False None None False None False 492.0 0 2321547 68594 None 5.15.9 (17 of 105) Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism.FOUR Pole.100A 25 kA (PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 8487.0 8487.0 1.0 False None None False None False 8487.0 0 2321548 68594 None 5.20.1 (18 of 105) Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board.16A-25A 2 pole (PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 4277.0 4277.0 1.0 False None None False None False 4277.0 0 2321549 68594 None 5.21 (18 of 105) Supplying,fixingandwiringearthleakagerelaywithcorebalancedcurrenttransformersuitableforsinglephase50HzACwithlatestmicrocontrollerbased,digitalreadoutofpercentageleakagecurrent,programmabledelay/auto/manualresetfacilitysuitabletomountonDIN rail/ flush mounting on panel board.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Nos 9255.0 9255.0 1.0 False None None False None False 9255.0 0 2321550 68594 None 5.22 (18 of 105) Supplying, fixing and wiring 0 to 600V 96x96mm AC Voltmeter on existing panel/wood board. pole (PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 452.0 452.0 1.0 False None None False None False 452.0 0 2321551 68594 None 5.24 (18 of 105) Supplying, fixing and wiring 0 to 30A Direct Reading AC analog type Ammeter (PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 465.0 465.0 1.0 False None None False None False 465.0 0 2321552 68594 None 5.26 (18 of 105) Supplying, fixing and wiring 0 to 1500A CT operated AC analog type Ammeter without CT (PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 480.0 480.0 1.0 False None None False None False 480.0 0 2321553 68594 None 5.29 (19 of 105) Supplying, fixing and wiring 3 Phase Digital Ammeter / Voltmeter (PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 1425.0 1425.0 2.0 False None None False None False 2850.0 0 2321554 68594 None 5.31 (19 of 105) Supplying and fixing Electronic Trivector Meter (ETV) suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired.(PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Nos 4390.0 4390.0 1.0 False None None False None False 4390.0 0 2321555 68594 None 5.33 (19 of 105) Supplying of multi function digital meter with three line back light LCD type display for voltage, Current, frequency, Power, power factor, kVA, kWH, kVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5s accuracy (PWD Electrical SR-II 2023-24) ---- Work Should be carried out in site as per Engineer incharge Each 9315.0 9315.0 1.0 False None None False None False 9315.0 0 2321556 68594 None HESCOM approval Providing TC for power supply arrangement as per HESCOM approval ---- Work Should be carried out in site as per Engineer incharge Each 5000.0 5000.0 1.0 False None None False None False 5000.0 0 1706507527000 0 None None Buildings High School SEPTIC TANK 186307.86 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2321557 68595 None Vol 1 P-8 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth ---- Work Should be carried out in site as per Engineer incharge Cum 95.0 95.0 3.29 False None None False None False 312.55 0 2321558 68595 None Vol 1 P-8 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m ---- Work Should be carried out in site as per Engineer incharge Cum 102.0 102.0 32.92 False None None False None False 3357.84 0 2321559 68595 None Vol 2 P-13 6.1 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- Work Should be carried out in site as per Engineer incharge Cum 8220.0 8220.0 9.09 False None None False None False 74719.8 0 2321560 68595 None Vol 1 P-18 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Plinth Beam ---- Work Should be carried out in site as per Engineer incharge Cum 6219.0 6219.0 1.92 False None None False None False 11940.48 0 2321561 68595 None Vol 1 P-111 1.a Formwork, Centering & Scaffloding 50% For Plinth Beams ---- Work Should be carried out in site as per Engineer incharge Cum 3109.5 3109.5 1.92 False None None False None False 5970.24 0 2321562 68595 None Vol 1 18 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 Slab ---- Work Should be carried out in site as per Engineer incharge Cum 6219.0 6219.0 3.01 False None None False None False 18719.19 0 2321563 68595 None Vol 1 111 9 Formwork, Centering & Scaffloding 50% For Slab ---- Work Should be carried out in site as per Engineer incharge Cum 3109.5 3109.5 3.01 False None None False None False 9359.595 0 2321564 68595 None Vol 2 18 2.11.a Steel Fabrication: Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings ---- Work Should be carried out in site as per Engineer incharge Tonne 89457.0 89457.0 0.53 False None None False None False 47412.21 0 2321565 68595 None Vol 2 41 8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Sqm 241.0 241.0 43.95 False None None False None False 10591.95 0 2321566 68595 None Vol 5 221 18.3 Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. ---- Work Should be carried out in site as per Engineer incharge Each 1962.0 1962.0 2.0 False None None False None False 3924.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1706507528000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1706507528000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1706507528000 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 1706508623000 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 1706514786000 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 1706514812000 0 None None ELIGIBILITY Tender invited only for eligible contractors registered under Karnataka Public Works Dept None 1706514830000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1706514846000 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 1706514859000 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 1706514872000 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 1706514887000 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 1706514898000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason None 1706514909000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing kpp portal None 1706514933000 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 1706514953000 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 1706514964000 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 1706514977000 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 1706514989000 0 None None ELIGIBILITY Department will not supply any materials. None 1706514998000 0 None None ELIGIBILITY The cost of the Tender form shall not be refundable. None 1706515008000 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 1706515026000 0 None None ELIGIBILITY Epayment Challan should be Scanned None 1706515037000 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 1706515047000 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 1706515056000 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 1706515063000 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 1706515072000 0 None None ELIGIBILITY The item rates are excluding GST but inclusive of all other charges. None 1706515083000 0 None None ELIGIBILITY GST shall be paid to the tendered amount separately. None 1706515127000 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 1706515153000 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 1706515258000 0 None None ELIGIBILITY Work Completion/Execution Period : 11 Months. None 1706515267000 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 1706515278000 0 None None ELIGIBILITY Star rates are applicable, As per the Government Circular No. PWD 159 CRM 2009 Bangalore dated 30-9-2010 None 1706515289000 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 1706515298000 0 None None ELIGIBILITY All necessary arrangements shall be made and precaution taken to prevent completely or partially, damage to the structure or labours / employees during construction period. (As per recent Labour Act) Contractor shall be fully responsible for any damage to the structure during the construction and maintenance period.Any damage caused due to any reasons shall be rectified / replaced at his own cost as per the direction of Engineer in charge. Nothing shall be payable by the Department on account of inclusive of all such arrangements/ precautions work needed. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2018-19,2019-20 ,and 2020-21,2021-22,2022-23 Satisfactorily completed as prime contractor, at least one similar work such as Construction of Building Works of value not less then Rs 75.53 lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Executed in any one year the following minimum quantities of work1)Earthwork-1477.088 Cum 2)Concrete work (Including PCC/RCC)-342.94 Cum 3)Steel-26.84 Tonne 4)Solid concrete blocks/BBM/UCR/SSM-224.59 Cum Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Quantity Wise Work done Certificate None None None None List of existing commitments and ongoing works Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- List of existing commitments and ongoing works None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- on letter head None None None None Tenderers who meet the above specified minimum qualifying criteria, will only be qualified,if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity-( AxNx1.5-B )whereA-Maximum value of civil engineering works executed in any one year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress.N -Number of years prescribed for completion of the works for which tenders are invited -0.916 Year.B-Value at 2023-24 price level, of existing commitments and on-going works to be completed during the next 0.916 year (Period of completion of the works for which tenders are invited) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Calculation sheet on letter head None None None None Assessed Tender Capacity shall be more than the Tendered Amount Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Assessment on the Letter Head of the Tenderer None None None None 3.3 a Each Tenderer should further demonstrate :As per this note, each tenderer should demonstrate availability of few key equipments /machinery for execution of the work . However as per Govt circular no GO-FD/AE 263/EXP12-2022 dt-11-05-2022, this clause for owning key equipments for works costing up to Rs.3.00 crores is exempted. However it is obligatory for the contractor to use the following machineries for various activities involved in construction as per Morth specification.Sl No. Name of machinery 1)Excavator JCB / Hitachi 2)Tippers3)Concrete Batching Plant4)Water Tanker5)Shuttering Materials6)Transit Mixers7)Selfloading Moblie Concrete Batching Plant of min 2 cum capacity Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- list of machinery None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e. , 2018-19, 2019-20,2020-21,2021-22 & 2022-23 , (a) acheived in at least two financial years a minimum financial turnover of Rs. 302.08 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. 41.20 Lakhs (estimated cash flow for 3 months of peak construction period) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None The EMD of Rs.2,26,600.00 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)1,26,600.00 in the form of BG to be upload. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- EMD Details None None None None Banker Details for reference Others Banker Details for reference createdTs version createdDate modifiedDate documentName None None None None Others -- Banker Details for reference None None None None Information on litigation in which the Tender is involved. Others Information on litigation in which the Tender is involved. createdTs version createdDate modifiedDate documentName None None None None Others -- Information on litigation in which the Tender is involved. None None None None Information of the works for which Tender acceptance letters are received. Others New work createdTs version createdDate modifiedDate documentName None None None None Others -- New work
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Contractor PWD Registration Certificate True Technical Bid Similar Nature of workdone certificate Building from competant authority not less than Rs 4.25 Lakhs True Technical Bid LOC should be preescribed formate-2, If not then the tender will not be accepted True Technical Bid Existing commitments & ongoing works list True Technical Bid Personal details True Technical Bid Other related documents True Technical Bid Quantity wise workdone certificate True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Buildings Gadag Mundaragi Dharwad South RON DONI VILLAGE None None None None None None Buildings Gadag Mundaragi Dharwad South RON DONI VILLAGE None None None None None None Buildings Gadag Mundaragi Dharwad South RON DONI VILLAGE None None None None None None Buildings Gadag Mundaragi Dharwad South RON DONI VIllage None None None None None None Buildings Gadag Mundaragi Dharwad South RON DONI VILLAGE None None None None None None Buildings Gadag Mundaragi Dharwad South RON DONI VILLAGE None None None None None None Buildings Gadag Mundaragi Dharwad South RON DONI VILLAGE None None None None None None Buildings Gadag Mundaragi Dharwad South RON DONI VILLAGE None None None None None None Buildings Gadag Mundaragi Dharwad South RON DONI VILLAGE None None None None None None Buildings Gadag Mundaragi Dharwad South RON DONI VILLAGE None None None None None None Buildings Gadag Mundaragi Dharwad South RON DONI VILLAGE None None None None None None
tenderAddress	createdTs 1706783800000 version 0 createdDate None modifiedDate None blockNumber Executive Engineer PWD Division Office Gadaga street None city Gadag state Karnataka pin 582101
tenderRecallDTO	None