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noticeInvitingTenderDTO	createdTs 1725961792392 version 15 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 2600.00 emd 200000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 20-09-2024 16:00:00 tenderQueryClose 17-09-2024 17:30:00 technicalBidOpen 21-09-2024 16:05:00 publishedDate 12-09-2024 17:11:06 publishedByPost PWD_EE_DIV_GAD publishedByUser KPE11642 - V N PATIL bidValidityPeriod 90 noOfCalls 2 preBidMeetingDate 27-09-2024 15:21:46 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson EE PWD GADAG splitEmdRequiredYn True emdBankGuarantee 100000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08372238782 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1725961792394 version 23 createdDate None modifiedDate None tenderNumber PWD/2024-25/BD/WORK_INDENT11267/CALL-2 title CONSTRUCTION OF KGBV TYPE-1 SUDI BEHIND OLD PANCHAYATH RON BLOCK, GADAG DISTRICT. description CONSTRUCTION OF KGBV TYPE-1 SUDI BEHIND OLD PANCHAYATH RON BLOCK, GADAG DISTRICT. category WORKS categoryText Works ecv 10381992.72 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1682 locationName PWD Division Office Gadaga provisionalAmount 10800000.0 groupOverheadTotal 0.0 fileNumber KPWD/RON/BD/SUDI/KGBV-TYPE1/2024-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1725961792000 1 None None Buildings Demolition of Old Building 141273.26 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3950812 153004 None Item19.7.3Vol 2P.No187 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.In cement mortar ---- Work should be carried out as per the direction of engineer incharge of work. Cum 1214.22 1214.22 37.35 False None None False None False 45351.117 0 3950813 153004 None Item19.55Vol 2P.No193 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground to the appropriate disposal area as per direction of Engineer-in-charge ---- Work should be carried out as per the direction of engineer incharge of work. Cum 43.66 43.66 81.39 False None None False None False 3553.4874 0 3950814 153004 None Item19.9.2Vol 2P.No187 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 1987.12 1987.12 16.99 False None None False None False 33761.1688 0 3950815 153004 None Item19.12.1Vol 2P.No188 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking to the appropriate disposal area as per direction of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 283.2 283.2 43.08 False None None False None False 12200.256 0 3950816 153004 None Item19.22.1Vol 2P.No189 Dismantling tile work in floors and roofs laid in cement mortar including stacking material to the appropriate disposal area as per direction of Engineer-in-charge.For thickness of tiles 10 mm to 25 mm ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 56.64 56.64 59.19 False None None False None False 3352.5216 0 3950817 153004 None Item19.3Vol 2P.No187 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 2862.68 2862.68 15.04 False None None False None False 43054.7072 0 1725961792000 1 None None Buildings Ground Floor 4872266.63 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3950818 153005 None Item1.14.1Vol 1P.No8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m ---- Work should be carried out as per the direction of engineer incharge of work. Cum 120.36 120.36 255.54 False None None False None False 30756.7944 0 3950819 153005 None Item1.23Vol 1P.No11 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3164.76 3164.76 42.5 False None None False None False 134502.3 0 3950820 153005 None Item1.9Vol 1P.No7 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 as per the direction of engineer incharge of work. Cum 313.88 313.88 255.55 False None None False None False 80212.034 0 3950821 153005 None Item1.8Vol 1P.No7 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 559.32 559.32 26.6 False None None False None False 14877.912 0 3950822 153005 None Item2.1.3Vol 1P.No15 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to coplete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7067.02 7067.02 32.06 False None None False None False 226568.6612 0 3950823 153005 None Item2.2.3Vol 1P.No15 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Isolated Footing ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7476.48 7476.48 30.83 False None None False None False 230499.8784 0 3950824 153005 None Item1a.Vol 1P.No111 Formwork, Centering & Scaffloding 8% For Isolated Footing ---- Work should be carried out as per the direction of engineer incharge of work. Cum 598.11 598.11 30.829 False None None False None False 18439.13319 0 3950825 153005 None Item2.2.3Vol 1P.No15 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Combined Footing ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7476.48 7476.48 28.2 False None None False None False 210836.736 0 3950826 153005 None Item1bVol 1P.No111 Formwork, Centering & Scaffloding 3% For Combined Footing ---- Work should be carried out as per the direction of engineer incharge of work. Cum 224.29 224.29 28.195 False None None False None False 6323.85655 0 3950827 153005 None Item2.4.3Vol 1P.No16 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Colums upto plinth ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7476.48 7476.48 2.25 False None None False None False 16822.08 0 3950828 153005 None Item9Vol 1P.No111 Formwork, Centering & Scaffloding 70% For Columns upto plinth ---- Work should be carried out as per the direction of engineer incharge of work. Cum 5233.53 5233.53 2.25 False None None False None False 11775.4425 0 3950829 153005 None Item2.5.2Vol 1P.No16 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Columns ---- Work should be carried out as per the direction of engineer incharge of work. Cum 8074.74 8074.74 6.48 False None None False None False 52324.3152 0 3950830 153005 None Item9Vol 1P.No111 Formwork, Centering & Scaffloding 70% For Columns ---- Work should be carried out as per the direction of engineer incharge of work. Cum 5652.31 5652.31 6.48 False None None False None False 36626.9688 0 3950831 153005 None Item2.4.3Vol 1P.No16 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Plinth beams ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7476.48 7476.48 12.8 False None None False None False 95698.944 0 3950832 153005 None Item2Vol 1P.No111 Formwork, Centering & Scaffloding 50% For Plinth Beams ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3738.24 3738.24 12.8 False None None False None False 47849.472 0 3950833 153005 None Item2.4.3Vol 1P.No16 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Curtain wall ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7476.48 7476.48 6.76 False None None False None False 50541.0048 0 3950834 153005 None Item1a.Vol 1P.No111 Formwork, Centering & Scaffloding 10% For Curtain wall ---- Work should be carried out as per the direction of engineer incharge of work. Cum 747.64 747.64 6.7616 False None None False None False 5055.242624 0 3950835 153005 None Item2.5.2Vol 1P.No16 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Beams,Lintel ---- Work should be carried out as per the direction of engineer incharge of work. Cum 8074.74 8074.74 12.83 False None None False None False 103598.9142 0 3950836 153005 None Item14Vol 1P.No112 Formwork, Centering & Scaffloding 60% For Beams & Lintel ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4844.84 4844.84 12.83 False None None False None False 62159.2972 0 3950837 153005 None Item2.5.2Vol 1P.No16 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators.The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Slab ---- Work should be carried out as per the direction of engineer incharge of work. Cum 8074.74 8074.74 19.91 False None None False None False 160768.0734 0 3950838 153005 None Item15Vol 1P.No112 Formwork, Centering & Scaffloding 50% For Roof Slab ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4037.37 4037.37 19.91 False None None False None False 80384.0367 0 3950839 153005 None Item2.5.2Vol 1P.No16 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Staircase ---- Work should be carried out as per the direction of engineer incharge of work. Cum 8074.74 8074.74 2.86 False None None False None False 23093.7564 0 3950840 153005 None Item16Vol 1P.No112 Formwork, Centering & Scaffloding 50% For Roof Staircase ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4037.37 4037.37 2.86 False None None False None False 11546.8782 0 3950841 153005 None Item2.5.2Vol 1P.No16 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Sill ---- Work should be carried out as per the direction of engineer incharge of work. Cum 8074.74 8074.74 1.79 False None None False None False 14453.7846 0 3950842 153005 None Item14Vol 1P.No112 Formwork, Centering & Scaffloding 3% For Sill ---- Work should be carried out as per the direction of engineer incharge of work. Cum 242.24 242.24 1.79 False None None False None False 433.6096 0 3950843 153005 None Item2.5.2Vol 1P.No16 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Chejja ---- Work should be carried out as per the direction of engineer incharge of work. Cum 8074.74 8074.74 1.83 False None None False None False 14776.7742 0 3950844 153005 None Item19Vol 1P.No112 Formwork, Centering & Scaffloding 45% For Chejja ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3633.63 3633.63 1.83 False None None False None False 6649.5429 0 3950845 153005 None Item2.11Vol 1P.No18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification ---- Work should be carried out as per the direction of engineer incharge of work. t 105559.26 105559.26 10.44 False None None False None False 1102038.6744 0 3950846 153005 None Item5.4Vol 2P.No9 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 as per the direction of engineer incharge of work. Cum 7539.02 7539.02 9.18 False None None False None False 69208.2036 0 3950847 153005 None Item6.32Vol 2P.No17 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1545.8 1545.8 245.19 False None None False None False 379014.702 0 3950848 153005 None Item6.34Vol 2P.No17 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1302.72 1302.72 61.42 False None None False None False 80013.0624 0 3950849 153005 None Item12.13.1Vol 2P.No100 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 116601.7 116601.7 0.64 False None None False None False 74625.088 0 3950850 153005 None Item12.51Vol 2P.No105 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 1198.88 1198.88 5.0 False None None False None False 5994.4 0 3950851 153005 None Item10.6.3Vol 2P.No69 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete.Fastener with threaded dia 12 mm ---- Work should be carried out as per the direction of engineer incharge of work. Nos 70.8 70.8 30.0 False None None False None False 2124.0 0 3950852 153005 None Item12.57.3Vol 2P.No105 Providing and fixing 30 mm thick both side commercial flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets ( core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 ( part-I) 1991. from manufacturer complete as per spcification ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 3545.9 3545.9 16.5 False None None False None False 58507.35 0 3950853 153005 None Item11.38.1Vol 2P.No90 Providing and fixing double action hydraulic floor spring of approved brand manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineerin-charge: With stainless steel cover plate minimum 1.25 mm thickness including cost of materials, labour, usage charges of machinery complete as per specifications ---- Work should be carried out as per the direction of engineer incharge of work. Each 3090.42 3090.42 1.0 False None None False None False 3090.42 0 3950854 153005 None Item12.54Vol 2P.No104 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. m 375.24 375.24 39.6 False None None False None False 14859.504 0 3950855 153005 None Item12.55.1Vol 2P.No104 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges with both side prelam ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 2791.88 2791.88 12.6 False None None False None False 35177.688 0 3950856 153005 None Item12.88Vol 2P.No110 Providing & fixing of 2-track x 2-panel sliding door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour havingisolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having a overall size of 60mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm X 58mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2-2.5 mm. Maximum possible size 1819mm x 1819mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 6360.2 6360.2 1.89 False None None False None False 12020.778 0 3950857 153005 None Item12.88Vol 2P.No110 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having a overall size of 60mm width x 45mmheight with reinforcementof 1mm thickness and Sash with overall size of 39mm X 58mm with GIreinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2-2.5 mm. Maximum possible size 1819mm x 1819mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 6360.2 6360.2 15.75 False None None False None False 100173.15 0 3950858 153005 None Item12.85Vol 2P.No109 Providing & fixing of louvered ventilator 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 with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 6748.42 6748.42 4.05 False None None False None False 27331.101 0 3950859 153005 None Item11.34BVol 2P.No86 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. ---- Work should be carried out as per the direction of engineer incharge of work. Kg 215.94 215.94 415.8 False None None False None False 89787.852 0 3950860 153005 None Item8.1.2Vol 2P.No41 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 284.38 284.38 500.1 False None None False None False 142218.438 0 3950861 153005 None Item8.51Vol 2P.No50 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 118.0 118.0 715.75 False None None False None False 84458.5 0 3950862 153005 None Item8.2.1Vol 2P.No41 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 348.1 348.1 215.12 False None None False None False 74883.272 0 3950863 153005 None Item9.2Vol 2P.No59 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 944.0 944.0 23.07 False None None False None False 21778.08 0 3950864 153005 None Item9.17.2Vol 2P.No61 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1386.5 1386.5 107.12 False None None False None False 148521.88 0 3950865 153005 None Item9.24Vol 2P.No63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and asdirected by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 3365.36 3365.36 48.15 False None None False None False 162042.084 0 3950866 153005 None Item9.11Vol 2P.No60 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1049.02 1049.02 33.05 False None None False None False 34670.111 0 3950867 153005 None Item10.14Vol 2P.No71 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1305.08 1305.08 135.92 False None None False None False 177386.4736 0 3950868 153005 None Item11.25.2Vol 2P.No84 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- Work should be carried out as per the direction of engineer incharge of work. Kg 160.48 160.48 235.98 False None None False None False 37870.0704 0 3950869 153005 None Item8.16aVol 2P.No44 Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1460.84 1460.84 3.54 False None None False None False 5171.3736 0 3950870 153005 None Item8.33.1Vol 2P.No46 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 186.44 186.44 715.75 False None None False None False 133444.43 0 3950871 153005 None Item8.3Vol 2P.No46 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paer smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 205.32 205.32 215.12 False None None False None False 44168.4384 0 3950872 153005 None Item8.36.1VOL 2P.No47 Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Enginer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 207.68 207.68 19.8 False None None False None False 4112.064 0 1725961793000 1 None None Buildings First Floor 2856903.56 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3950873 153006 None Item2.5.2Vol 1P.No16 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Columns ---- Work should be carried out as per the direction of engineer incharge of work. Cum 8155.48 8155.48 6.48 False None None False None False 52847.5104 0 3950874 153006 None Item9Vol 1P.No111 Formwork, Centering & Scaffloding 70% For Columns ---- Work should be carried out as per the direction of engineer incharge of work. Cum 5708.84 5708.84 6.48 False None None False None False 36993.2832 0 3950875 153006 None Item2.5.2Vol 1P.No16 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Beams,Lintel ---- Work should be carried out as per the direction of engineer incharge of work. Cum 8155.48 8155.48 12.53 False None None False None False 102188.1644 0 3950876 153006 None Item14Vol 1P.No112 Formwork, Centering & Scaffloding 60% For Beams & Lintel ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4893.29 4893.29 12.53 False None None False None False 61312.9237 0 3950877 153006 None Item2.5.2Vol 1P.No16 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Slab ---- Work should be carried out as per the direction of engineer incharge of work. Cum 8155.48 8155.48 19.26 False None None False None False 157074.5448 0 3950878 153006 None Item15Vol 1P.No112 Formwork, Centering & Scaffloding 50% For Roof Slab ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4077.74 4077.74 19.2522 False None None False None False 78505.466028 0 3950879 153006 None Item2.5.2Vol 1P.No16 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Staircase ---- Work should be carried out as per the direction of engineer incharge of work. Cum 8155.48 8155.48 2.86 False None None False None False 23324.6728 0 3950880 153006 None Item16Vol 1P.No112 Formwork, Centering & Scaffloding 50% For Roof Staircase ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4077.74 4077.74 2.8614 False None None False None False 11668.045236 0 3950881 153006 None Item2.5.2Vol 1P.No16 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Sill ---- Work should be carried out as per the direction of engineer incharge of work. Cum 8155.48 8155.48 1.63 False None None False None False 13293.4324 0 3950882 153006 None Item14Vol 1P.No112 Formwork, Centering & Scaffloding 3% For Sill ---- Work should be carried out as per the direction of engineer incharge of work. Cum 244.66 244.66 1.6297 False None None False None False 398.722402 0 3950883 153006 None Item2.5.2Vol 1P.No16 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Chejja ---- Work should be carried out as per the direction of engineer incharge of work. Cum 8155.48 8155.48 1.02 False None None False None False 8318.5896 0 3950884 153006 None Item19Vol 1P.No112 Formwork, Centering & Scaffloding 45% For Chejja ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3669.96 3669.96 1.02 False None None False None False 3743.3592 0 3950885 153006 None Item2.11Vol 1P.No18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification ---- Work should be carried out as per the direction of engineer incharge of work. t 106614.85 106614.85 4.77 False None None False None False 508552.8345 0 3950886 153006 None Item6.32Vol 2P.No17 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1561.25 1561.25 247.8 False None None False None False 386877.75 0 3950887 153006 None Item6.34Vol 2P.No17 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1315.74 1315.74 54.15 False None None False None False 71247.321 0 3950888 153006 None Item12.13.1Vol 2P.No100 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 117767.71 117767.71 0.39 False None None False None False 45929.4069 0 3950889 153006 None Item12.51Vol 2P.No105 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 1210.86 1210.86 3.0 False None None False None False 3632.58 0 3950890 153006 None Item10.6.3Vol 2P.No69 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete.Fastener with threaded dia 12 mm ---- Work should be carried out as per the direction of engineer incharge of work. Nos 71.5 71.5 18.0 False None None False None False 1287.0 0 3950891 153006 None Item12.57.3Vol 2P.No105 Providing and fixing 30 mm thick both side commercial flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets ( core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 ( part-I) 1991. from manufacturer complete as per spcification ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 3581.35 3581.35 9.75 False None None False None False 34918.1625 0 3950892 153006 None Item11.38.1Vol 2P.No90 Providing and fixing double action hydraulic floor spring of approved brand manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineerin-charge: With stainless steel cover plate minimum 1.25 mm thickness including cost of materials, labour, usage charges of machinery complete as per specifications ---- Work should be carried out as per the direction of engineer incharge of work. Each 3090.42 3090.42 1.0 False None None False None False 3090.42 0 3950893 153006 None Item12.54Vol 2P.No104 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. m 378.99 378.99 44.55 False None None False None False 16884.0045 0 3950894 153006 None Item12.55.1Vol 2P.No104 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges with both side prelam ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 2819.79 2819.79 14.18 False None None False None False 39984.6222 0 3950895 153006 None Item12.88Vol 2P.No110 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having a overall size of 60mm width x 45mmheight with reinforcementof 1mm thickness and Sash with overall size of 39mm x 58mm with GIreinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2-2.5 mm. Maximum possible size 1819mm x 1819mm (The cost is inclusive of all fixtures and separate charges for minor T and P's shall not be made) ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 6360.2 6360.2 18.0 False None None False None False 114483.6 0 3950896 153006 None Item12.85Vol 2P.No109 Providing & fixing of louvered ventilator 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 with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 6815.9 6815.9 4.05 False None None False None False 27604.395 0 3950897 153006 None Item11.34BVol 2P.No86 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. ---- Work should be carried out as per the direction of engineer incharge of work. Kg 218.09 218.09 463.05 False None None False None False 100986.5745 0 3950898 153006 None Item8.1.2Vol 2P.No41 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 287.22 287.22 462.63 False None None False None False 132876.5886 0 3950899 153006 None Item8.51Vol 2P.No50 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 119.18 119.18 671.24 False None None False None False 79998.3832 0 3950900 153006 None Item8.2.1Vol 2P.No41 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 351.58 351.58 173.52 False None None False None False 61006.1616 0 3950901 153006 None Item9.17.2Vol 2P.No61 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1400.36 1400.36 107.16 False None None False None False 150062.5776 0 3950902 153006 None Item9.24Vol 2P.No63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and asdirected by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 3399.01 3399.01 30.75 False None None False None False 104519.5575 0 3950903 153006 None Item15.1Vol 2P.No151 Newly Constructed Bathroom/toilet/balcony/utility with Cementatius Waterproof coating - Below 300 m2 Providing and Applying CFTRI approved two component flexible polymer modified acrylic cementitious waterproofing coating with a mix ratio of (1 Liquid: 2 Powder), to the RCC surface like bathroom, toilet, balcony & utility area applied @ 1.7kg/m2 in 2 coats to achieve 1mm DFT, having Elongation at break greater than 50% as per ASTM D 412, Tensile strength greater than 1N/mm2 as per ASTM D 412, Adhesion strength: 0.80 N/mm2 as per ASTM D 4541, crack bridging upto 1mm as per ASTM C 836, Water penetration (5 bar pressure) as per BS EN 12390. The finished cost to include surface preparation, making coving of 50 mm X 50mm at all right angles of wall Junction with Polymer Repair Mortar and lay 45 gsm glass fibre mesh over the angle fillet when the first coat in still wet, treatment of cracks completely as per specification. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 437.39 437.39 30.45 False None None False None False 13318.5255 0 3950904 153006 None Item7.18Vol 2P.No23 Providing and laying cinder concrete in cement 1:15 (1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 2403.86 2403.86 9.14 False None None False None False 21971.2804 0 3950905 153006 None Item9.11Vol 2P.No60 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1059.51 1059.51 30.45 False None None False None False 32262.0795 0 3950906 153006 None Item10.14Vol 2P.No71 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1318.13 1318.13 128.96 False None None False None False 169986.0448 0 3950907 153006 None Item11.25.2Vol 2P.No84 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- Work should be carried out as per the direction of engineer incharge of work. Kg 162.08 162.08 115.7 False None None False None False 18752.656 0 3950908 153006 None Item8.33.1Vol 2P.No46 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 188.3 188.3 671.24 False None None False None False 126394.492 0 3950909 153006 None Item8.3Vol 2P.No46 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paer smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 207.37 207.37 173.52 False None None False None False 35982.8424 0 3950910 153006 None Item8.36.1VOL 2P.No47 Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Enginer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 209.75 209.75 22.05 False None None False None False 4624.9875 0 1725961793000 0 None None Buildings Terrace Floor 465123.83 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3950911 153007 None Item2.5.2Vol 1P.No16 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Columns ---- Work should be carried out as per the direction of engineer incharge of work. Cum 8236.23 8236.23 1.94 False None None False None False 15978.2862 0 3950912 153007 None Item9Vol 1P.No111 Formwork, Centering & Scaffloding 70% For Columns ---- Work should be carried out as per the direction of engineer incharge of work. Cum 5765.36 5765.36 1.94 False None None False None False 11184.7984 0 3950913 153007 None Item2.5.2Vol 1P.No16 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Beams,Lintel ---- Work should be carried out as per the direction of engineer incharge of work. Cum 8236.23 8236.23 1.59 False None None False None False 13095.6057 0 3950914 153007 None Item14Vol 1P.No112 Formwork, Centering & Scaffloding 60% For Beams & Lintel ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4941.74 4941.74 1.59 False None None False None False 7857.3666 0 3950915 153007 None Item2.5.2Vol 1P.No16 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Slab ---- Work should be carried out as per the direction of engineer incharge of work. Cum 8236.23 8236.23 1.8 False None None False None False 14825.214 0 3950916 153007 None Item15Vol 1P.No112 Formwork, Centering & Scaffloding 50% For Roof Slab ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4118.11 4118.11 1.8 False None None False None False 7412.598 0 3950917 153007 None Item2.5.2Vol 1P.No16 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Sill ---- Work should be carried out as per the direction of engineer incharge of work. Cum 8236.23 8236.23 0.27 False None None False None False 2223.7821 0 3950918 153007 None Item14Vol 1P.No112 Formwork, Centering & Scaffloding 3% For Sill ---- Work should be carried out as per the direction of engineer incharge of work. Cum 247.08 247.08 0.274 False None None False None False 67.69992 0 3950919 153007 None Item2.11Vol 1P.No18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification ---- Work should be carried out as per the direction of engineer incharge of work. t 107670.44 107670.44 0.7 False None None False None False 75369.308 0 3950920 153007 None Item6.32Vol 2P.No17 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1576.71 1576.71 58.75 False None None False None False 92631.7125 0 3950921 153007 None Item11.5.2Vol 2P.No77 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 5105.67 5105.67 2.25 False None None False None False 11487.7575 0 3950922 153007 None Item12.88Vol 2P.No110 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having a overall size of 60mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2-2.5 mm. Maximum possible size 1819mm x 1819mm (The cost is inclusive of all fixtures and separate charges for minor T and Ps shall not be made) ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 6360.2 6360.2 2.25 False None None False None False 14310.45 0 3950923 153007 None Item11.34BVol 2P.No86 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. ---- Work should be carried out as per the direction of engineer incharge of work. Kg 220.26 220.26 47.25 False None None False None False 10407.285 0 3950924 153007 None Item8.1.2Vol 2P.No41 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 290.06 290.06 38.61 False None None False None False 11199.2166 0 3950925 153007 None Item8.51Vol 2P.No50 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 120.36 120.36 60.79 False None None False None False 7316.6844 0 3950926 153007 None Item8.2.1Vol 2P.No41 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 355.06 355.06 107.06 False None None False None False 38012.7236 0 3950927 153007 None Item15.11Vol 2P.No151 Newly Constructed Roof/Bathroom/Toilet/balcony/utility with Cementatius Waterproof coating - Below 500 m2 Providing and Applying CFTRI approved two component flexible polymer modified acrylic cementitious waterproofing coating with a mix ratio of (5 Liquid :7 Powder) to the RCC surface like Roof, bathroom, toilet, balcony & utility area applied @ 2.2kg/m2 in 2 coats to achieve 1.2mm DFT, having Elongation at break 120% as per ASTM D 412, Tensile strength 1N/mm2 as per ASTM D 412, Adhesion strength: 0.80N/mm2 as per ASTM D 4541, crack bridging upto 2mm as per ASTM C 836. The finished cost to include surface preparation, making coving of 50 mm X 50mm at all right angles of wall Junction with Polymer Repair Mortar and lay 45 gsm glass fibre mesh over the angle fillet when the first coat in still wet, treatment of cracks completely as per specification ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 631.89 631.89 153.96 False None None False None False 97285.7844 0 3950928 153007 None Item8.33.1Vol 2P.No46 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 190.17 190.17 60.79 False None None False None False 11560.4343 0 3950929 153007 None Item8.3Vol 2P.No46 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paer smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 209.42 209.42 107.06 False None None False None False 22420.5052 0 3950930 153007 None Item8.36.1VOL 2P.No47 Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Enginer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 211.83 211.83 2.25 False None None False None False 476.6175 0 1725961793000 0 None None Buildings Water Supply and Sanitary 730487.02 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3950931 153008 None Item14.55aVol 2P.No139 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class ---- Work should be carried out as per the direction of engineer incharge of work. Nos 1318.06 1318.06 30.0 False None None False None False 39541.8 0 3950932 153008 None Item14.48aVol 2P.No138 Providing and fixing Pillar Cock made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class economy ---- Work should be carried out as per the direction of engineer incharge of work. Nos 1443.14 1443.14 22.0 False None None False None False 31749.08 0 3950933 153008 None Item14.1.1Vol 2P.No131 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests ---- Work should be carried out as per the direction of engineer incharge of work. Nos 5763.12 5763.12 6.0 False None None False None False 34578.72 0 3950934 153008 None Item14.2.1Vol 2P.No131 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlleddevice (handle lever), conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid ---- Work should be carried out as per the direction of engineer incharge of work. Nos 5708.84 5708.84 5.0 False None None False None False 28544.2 0 3950935 153008 None Item14.7.8Vol 2P.No133 White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow including operated levers ---- Work should be carried out as per the direction of engineer incharge of work. Nos 4853.34 4853.34 13.0 False None None False None False 63093.42 0 3950936 153008 None Item14.8Vol 2P.No133 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 1679.14 1679.14 13.0 False None None False None False 21828.82 0 3950937 153008 None Item14.61aVol 2P.No140 Providing and fixing Side operated Single lever wall mixer with L shaped Tubular bend set for overhead shower made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class economy ---- Work should be carried out as per the direction of engineer incharge of work. Nos 4559.52 4559.52 10.0 False None None False None False 45595.2 0 3950938 153008 None Item14.86aVol 2P.No143 Providing and fixing Towel rail (Circular) made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class ---- Work should be carried out as per the direction of engineer incharge of work. Each 546.34 546.34 8.0 False None None False None False 4370.72 0 3950939 153008 None Item14.75aVol 2P.No142 Providing and fixing Wall Mixer Non Telephonic made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class ---- Work should be carried out as per the direction of engineer incharge of work. Each 3603.72 3603.72 10.0 False None None False None False 36037.2 0 3950940 153008 None Item14.32.2Vol 2P.No136 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 453x357 mm ---- Work should be carried out as per the direction of engineer incharge of work. Nos 1201.24 1201.24 20.0 False None None False None False 24024.8 0 3950941 153008 None Item13.31.2Vol 2P.No122 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 20mm nominal dia pipes ---- Work should be carried out as per the direction of engineer incharge of work. m 285.56 285.56 40.0 False None None False None False 11422.4 0 3950942 153008 None Item13.31.3Vol 2P.No122 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 25mm nominal dia pipes ---- Work should be carried out as per the direction of engineer incharge of work. m 375.24 375.24 40.0 False None None False None False 15009.6 0 3950943 153008 None Item13.31.4Vol 2P.No122 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 32mm nominal dia pipes ---- Work should be carried out as per the direction of engineer incharge of work. m 472.0 472.0 40.0 False None None False None False 18880.0 0 3950944 153008 None Item13.31.6Vol 2P.No122 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 50mm nominal dia pipes ---- Work should be carried out as per the direction of engineer incharge of work. m 921.58 921.58 60.0 False None None False None False 55294.8 0 3950945 153008 None Item13.4.4Vol 2P.No117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :50 mm nominal bore ---- Work should be carried out as per the direction of engineer incharge of work. Nos 1008.9 1008.9 25.0 False None None False None False 25222.5 0 3950946 153008 None Item13.8.2.2Vol 2P.No118 Providing and fixing unplasticised PVC connection pipe with brass unions :45 cm length 20 mm nominal bore ---- Work should be carried out as per the direction of engineer incharge of work. Nos 129.8 129.8 25.0 False None None False None False 3245.0 0 3950947 153008 None Item13.34Vol 2P.No123 Providing and placing on terrace, polyethylene water storage tanks as per IS 12701 : 1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes but without fittings and the base support for tank ---- Work should be carried out as per the direction of engineer incharge of work. l 10.62 10.62 5000.0 False None None False None False 53100.0 0 3950948 153008 None Item660Vol 5P.NoA-44 PVC pipes of 8 Kg/cm2 for 140mm(3.097) ---- Work should be carried out as per the direction of engineer incharge of work. m 538.08 538.08 92.8 False None None False None False 49933.824 0 3950949 153008 None Item664Vol 5P.NoA-44 PVC pipes of 10 Kg/cm2 for 200mm ---- Work should be carried out as per the direction of engineer incharge of work. m 1362.9 1362.9 20.0 False None None False None False 27258.0 0 3950950 153008 None Item13.49Vol 2P.No125 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes of 150mm dia conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes ---- Work should be carried out as per the direction of engineer incharge of work. m 670.24 670.24 8.2 False None None False None False 5495.968 0 3950951 153008 None Item16.60.1Vol 5P.No208 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. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 9598.12 9598.12 2.0 False None None False None False 19196.24 0 3950952 153008 None Item1.4.1Vol 1P.No5 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 as per the direction of engineer incharge of work. Cum 285.56 285.56 7.2 False None None False None False 2056.032 0 3950953 153008 None Item1.9Vol 1P.No7 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 as per the direction of engineer incharge of work. Cum 313.88 313.88 10.0 False None None False None False 3138.8 0 3950954 153008 None Item13.33.10Vol 2P.No123 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. External work - 150mm nominal dia pipes ---- Work should be carried out as per the direction of engineer incharge of work. m 6261.08 6261.08 10.0 False None None False None False 62610.8 0 3950955 153008 None Item16.9Vol 5P.No191 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 as per the direction of engineer incharge of work. Nos 6435.72 6435.72 2.0 False None None False None False 12871.44 0 3950956 153008 None Item16.15.1Vol 5P.No192 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.HConstructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame ---- Work should be carried out as per the direction of engineer incharge of work. Nos 34275.46 34275.46 1.0 False None None False None False 34275.46 0 3950957 153008 None Item14.29Vol 2P.No136 Providing and fixing 100 mm sand cast Iron grating for gully trap. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 55.46 55.46 10.0 False None None False None False 554.6 0 3950958 153008 None Item13.22.1.2Vol 2P.No120 Providing and fixing PTMT grating of approved quality and colour 125 mm nominal dia ---- Work should be carried out as per the direction of engineer incharge of work. Nos 51.92 51.92 30.0 False None None False None False 1557.6 0 1725961793000 0 None None Buildings Electrical Works GF 351082.8 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3950959 153009 None Item1.2.1 (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 as per the direction of engineer incharge of work. Mtr 77.88 77.88 300.0 False None None False None False 23364.0 0 3950960 153009 None Item1.2.2 (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 as per the direction of engineer incharge of work. Mtr 92.04 92.04 150.0 False None None False None False 13806.0 0 3950961 153009 None Item1.3.1 (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 as per the direction of engineer incharge of work. Mtr 80.24 80.24 50.0 False None None False None False 4012.0 0 3950962 153009 None Item1.3.2 (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 as per the direction of engineer incharge of work. Mtr 93.22 93.22 50.0 False None None False None False 4661.0 0 3950963 153009 None Item1.9.2 (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 as per the direction of engineer incharge of work. Mtr 25.96 25.96 20.0 False None None False None False 519.2 0 3950964 153009 None Item2.1.1 (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 as per the direction of engineer incharge of work. Point 336.3 336.3 14.0 False None None False None False 4708.2 0 3950965 153009 None Item2.1.2 (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 as per the direction of engineer incharge of work. Point 464.92 464.92 11.0 False None None False None False 5114.12 0 3950966 153009 None Item2.1.3 (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 as per the direction of engineer incharge of work. Point 672.6 672.6 24.0 False None None False None False 16142.4 0 3950967 153009 None Item2.3.2(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 as per the direction of engineer incharge of work. Mtr 30.68 30.68 250.0 False None None False None False 7670.0 0 3950968 153009 None Item2.3.3 (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 as per the direction of engineer incharge of work. Mtr 49.56 49.56 500.0 False None None False None False 24780.0 0 3950969 153009 None Item3.4.2 (8 of 105) Supplying and flush mounting powder coated / galvanized metal box size 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 as per the direction of engineer incharge of work. Each 187.62 187.62 2.0 False None None False None False 375.24 0 3950970 153009 None Item3.4.3 (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 as per the direction of engineer incharge of work. Each 208.86 208.86 3.0 False None None False None False 626.58 0 3950971 153009 None Item3.4.5 (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 as per the direction of engineer incharge of work. Each 307.98 307.98 4.0 False None None False None False 1231.92 0 3950972 153009 None Item3.4.6 (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 as per the direction of engineer incharge of work. Each 376.42 376.42 7.0 False None None False None False 2634.94 0 3950973 153009 None Item3.5.2 (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 as per the direction of engineer incharge of work. Each 189.98 189.98 2.0 False None None False None False 379.96 0 3950974 153009 None Item3.5.3 (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 as per the direction of engineer incharge of work. Each 206.5 206.5 3.0 False None None False None False 619.5 0 3950975 153009 None Item3.5.5 (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 as per the direction of engineer incharge of work. Each 335.12 335.12 4.0 False None None False None False 1340.48 0 3950976 153009 None Item3.5.6 (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 as per the direction of engineer incharge of work. Each 405.92 405.92 7.0 False None None False None False 2841.44 0 3950977 153009 None Item3.6.1 (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 as per the direction of engineer incharge of work. Each 120.36 120.36 70.0 False None None False None False 8425.2 0 3950978 153009 None Item3.6.3 (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 as per the direction of engineer incharge of work. Each 201.78 201.78 17.0 False None None False None False 3430.26 0 3950979 153009 None Item3.6.4 (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 as per the direction of engineer incharge of work. Each 421.26 421.26 6.0 False None None False None False 2527.56 0 3950980 153009 None Item3.14.6 (10 of 105) Supplying and fixing of 6AmpsLamp holder on existing board.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 83.78 83.78 49.0 False None None False None False 4105.22 0 3950981 153009 None Item5.7.3 (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 as per the direction of engineer incharge of work. Each 473.18 473.18 3.0 False None None False None False 1419.54 0 3950982 153009 None Item5.18.1 (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 as per the direction of engineer incharge of work. Each 489.7 489.7 10.0 False None None False None False 4897.0 0 3950983 153009 None Item5.18.4 (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 as per the direction of engineer incharge of work. Each 872.02 872.02 4.0 False None None False None False 3488.08 0 3950984 153009 None Item5.19.9 (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 as per the direction of engineer incharge of work. Each 2748.22 2748.22 1.0 False None None False None False 2748.22 0 3950985 153009 None Item6.3.1 (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 as per the direction of engineer incharge of work. Each 3521.12 3521.12 7.0 False None None False None False 24647.84 0 3950986 153009 None Item11.3.3 (43 of 105) LED Indood supplying of 1x4 feet LED PVC square batten 36/40 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 as per the direction of engineer incharge of work. Each 1497.42 1497.42 29.0 False None None False None False 43425.18 0 3950987 153009 None Item11..11.4 (47 of 105) Supplying & fixing of retrofi ttype LED bulb...... Wwith OPALacry licdiffuser comprising of LED source with CCT 6500 degreeK, CRI 70%. efficacy 80lumenper W, life 25000 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 as per the direction of engineer incharge of work. Each 181.72 181.72 8.0 False None None False None False 1453.76 0 3950988 153009 None Item13.7.1 (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 as per the direction of engineer incharge of work. Each 143.96 143.96 29.0 False None None False None False 4174.84 0 3950989 153009 None Item13.10 (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 as per the direction of engineer incharge of work. Each 201.78 201.78 7.0 False None None False None False 1412.46 0 3950990 153009 None Item12.56 (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 as per the direction of engineer incharge of work. No 4141.8 4141.8 2.0 False None None False None False 8283.6 0 3950991 153009 None Item32.05 (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 strip16Sqmm, 3.5 Core, (12 GI Strips - 4 x 0.8 mm) (PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Km 167373.56 167373.56 0.15 False None None False None False 25106.034 0 3950992 153009 None Item11.1.5 Vol 5 P No. 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 as per the direction of engineer incharge of work. Mtr 486.16 486.16 10.0 False None None False None False 4861.6 0 3950993 153009 None Item1.4.1 Vol 1 Pno.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 as per the direction of engineer incharge of work. Cum 285.56 285.56 22.5 False None None False None False 6425.1 0 3950994 153009 None Item1.10 Vol1 P No.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 as per the direction of engineer incharge of work. Cum 188.8 188.8 22.5 False None None False None False 4248.0 0 3950995 153009 None Item21.05 (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 as per the direction of engineer incharge of work. Km 24645.48 24645.48 0.15 False None None False None False 3696.822 0 3950996 153009 None Item5.37(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 as per the direction of engineer incharge of work. Kvar 566.4 566.4 5.0 False None None False None False 2832.0 0 3950997 153009 None Item5.38 (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 as per the direction of engineer incharge of work. Each 607.7 607.7 3.0 False None None False None False 1823.1 0 3950998 153009 None Item5.40.1 (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 6 mm Aluminium Strips (PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 2908.7 2908.7 0.3 False None None False None False 872.61 0 3950999 153009 None Item5.41.2 (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 as per the direction of engineer incharge of work. Mtr 466.1 466.1 8.0 False None None False None False 3728.8 0 3951000 153009 None Item5.42.1 (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.14 SWG ((PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Sq CM 0.59 0.59 50000.0 False None None False None False 29500.0 0 3951001 153009 None Item6.1 (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 as per the direction of engineer incharge of work. Nos 1760.56 1760.56 2.0 False None None False None False 3521.12 0 3951002 153009 None Item11.8.2 (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 as per the direction of engineer incharge of work. Nos 4748.32 4748.32 4.0 False None None False None False 18993.28 0 3951003 153009 None Item66.04 Supplying and Laying of HDPE/PLB Pipe 50/42mm ---- Work should be carried out as per the direction of engineer incharge of work. Km 100316.52 100316.52 0.15 False None None False None False 15047.478 0 3951004 153009 None Item13.14 (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 as per the direction of engineer incharge of work. Each 580.56 580.56 2.0 False None None False None False 1161.12 0 1725961793000 0 None None Buildings Electrical Works FF 269467.62 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3951005 153010 None Item1.2.1 (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 as per the direction of engineer incharge of work. Mtr 77.88 77.88 300.0 False None None False None False 23364.0 0 3951006 153010 None Item1.2.2 (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 as per the direction of engineer incharge of work. Mtr 92.04 92.04 150.0 False None None False None False 13806.0 0 3951007 153010 None Item1.3.1 (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 as per the direction of engineer incharge of work. Mtr 80.24 80.24 50.0 False None None False None False 4012.0 0 3951008 153010 None Item1.3.2 (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 as per the direction of engineer incharge of work. Mtr 93.22 93.22 50.0 False None None False None False 4661.0 0 3951009 153010 None Item1.9.2 (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 as per the direction of engineer incharge of work. Mtr 25.96 25.96 20.0 False None None False None False 519.2 0 3951010 153010 None Item2.1.1 (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 as per the direction of engineer incharge of work. Point 336.3 336.3 14.0 False None None False None False 4708.2 0 3951011 153010 None Item2.1.2 (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 as per the direction of engineer incharge of work. Point 464.92 464.92 11.0 False None None False None False 5114.12 0 3951012 153010 None Item2.1.3 (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 as per the direction of engineer incharge of work. Point 672.6 672.6 24.0 False None None False None False 16142.4 0 3951013 153010 None Item2.3.2(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 as per the direction of engineer incharge of work. Mtr 30.68 30.68 250.0 False None None False None False 7670.0 0 3951014 153010 None Item2.3.3 (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 as per the direction of engineer incharge of work. Mtr 49.56 49.56 500.0 False None None False None False 24780.0 0 3951015 153010 None Item3.4.2 (8 of 105) Supplying and flush mounting powder coated / galvanized metal box size 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 as per the direction of engineer incharge of work. Each 187.62 187.62 2.0 False None None False None False 375.24 0 3951016 153010 None Item3.4.3 (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 as per the direction of engineer incharge of work. Each 208.86 208.86 3.0 False None None False None False 626.58 0 3951017 153010 None Item3.4.5 (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 as per the direction of engineer incharge of work. Each 307.98 307.98 4.0 False None None False None False 1231.92 0 3951018 153010 None Item3.4.6 (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 as per the direction of engineer incharge of work. Each 376.42 376.42 7.0 False None None False None False 2634.94 0 3951019 153010 None Item3.5.2 (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 as per the direction of engineer incharge of work. Each 189.98 189.98 2.0 False None None False None False 379.96 0 3951020 153010 None Item3.5.3 (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 as per the direction of engineer incharge of work. Each 206.5 206.5 3.0 False None None False None False 619.5 0 3951021 153010 None Item3.5.5 (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 as per the direction of engineer incharge of work. Each 335.12 335.12 4.0 False None None False None False 1340.48 0 3951022 153010 None Item3.5.6 (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 as per the direction of engineer incharge of work. Each 405.92 405.92 7.0 False None None False None False 2841.44 0 3951023 153010 None Item3.6.1 (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 as per the direction of engineer incharge of work. Each 120.36 120.36 70.0 False None None False None False 8425.2 0 3951024 153010 None Item3.6.3 (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 as per the direction of engineer incharge of work. Each 201.78 201.78 17.0 False None None False None False 3430.26 0 3951025 153010 None Item3.6.4 (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 as per the direction of engineer incharge of work. Each 421.26 421.26 6.0 False None None False None False 2527.56 0 3951026 153010 None Item3.14.6 (10 of 105) Supplying and fixing of 6AmpsLamp holder on existing board.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 83.78 83.78 49.0 False None None False None False 4105.22 0 3951027 153010 None Item5.7.3 (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 as per the direction of engineer incharge of work. Each 473.18 473.18 3.0 False None None False None False 1419.54 0 3951028 153010 None Item5.18.1 (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 as per the direction of engineer incharge of work. Each 489.7 489.7 10.0 False None None False None False 4897.0 0 3951029 153010 None Item5.18.4 (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 as per the direction of engineer incharge of work. Each 872.02 872.02 4.0 False None None False None False 3488.08 0 3951030 153010 None Item5.19.9 (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 as per the direction of engineer incharge of work. Each 2748.22 2748.22 1.0 False None None False None False 2748.22 0 3951031 153010 None Item6.3.1 (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 as per the direction of engineer incharge of work. Each 3521.12 3521.12 7.0 False None None False None False 24647.84 0 3951032 153010 None Item11.3.3 (43 of 105) LED Indood supplying of 1x4 feet LED PVC square batten 36/40 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 as per the direction of engineer incharge of work. Each 1497.42 1497.42 29.0 False None None False None False 43425.18 0 3951033 153010 None Item11..11.4 (47 of 105) Supplying & fixing of retrofi ttype LED bulb...... Wwith OPALacry licdiffuser comprising of LED source with CCT 6500 degreeK, CRI 70%. 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 as per the direction of engineer incharge of work. Each 181.72 181.72 8.0 False None None False None False 1453.76 0 3951034 153010 None Item13.7.1 (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 as per the direction of engineer incharge of work. Each 143.96 143.96 29.0 False None None False None False 4174.84 0 3951035 153010 None Item13.10 (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 as per the direction of engineer incharge of work. Each 201.78 201.78 7.0 False None None False None False 1412.46 0 3951036 153010 None Item12.56 (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 as per the direction of engineer incharge of work. No 4141.8 4141.8 2.0 False None None False None False 8283.6 0 3951037 153010 None Item11.8.2 (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 as per the direction of engineer incharge of work. Nos 4748.32 4748.32 4.0 False None None False None False 18993.28 0 3951038 153010 None Item66.05 Supplying and Laying of HDPE/PLB Pipe 50/42mm ---- Work should be carried out as per the direction of engineer incharge of work. Km 100316.52 100316.52 0.15 False None None False None False 15047.478 0 3951039 153010 None Item13.14 (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 as per the direction of engineer incharge of work. Each 580.56 580.56 2.0 False None None False None False 1161.12 0 3951040 153010 None Item-01 HESCOM Deposit Charges ---- Work should be carried out as per the direction of engineer incharge of work. Each 5000.0 5000.0 1.0 False None None False None False 5000.0 0 1725961793000 1 None None Buildings Sump Tank 340109.58 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3951041 153011 None Item1.14.1Vol 1P.No8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m ---- Work should be carried out as per the direction of engineer incharge of work. Cum 120.36 120.36 34.408 False None None False None False 4141.34688 0 3951042 153011 None Item1.11Vol 1P.No7 Filling approved earth (excluding rock) in trenches, plinth, sides of foundationsand other similar works etc. in layers not exceeding 20cm in depth, consolidatingeach deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 510.94 510.94 15.64 False None None False None False 7991.1016 0 3951043 153011 None Item2.1.4Vol 1P.No15 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:3:6 Using 20 mm and down size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7336.06 7336.06 0.82 False None None False None False 6015.5692 0 3951044 153011 None Item2.4.3Vol 1P.No16 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates . ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7476.48 7476.48 8.16 False None None False None False 61008.0768 0 3951045 153011 None Item1VOL 1P.No115 Formwork, Centering & Scaffloding 8% For Isolated Footing ---- Work should be carried out as per the direction of engineer incharge of work. Cum 598.12 598.12 1.632 False None None False None False 976.13184 0 3951046 153011 None Item9VOL 1P.No115 Formwork, Centering & Scaffloding 10% For Earth retaining structures ---- Work should be carried out as per the direction of engineer incharge of work. Cum 747.65 747.65 5.104 False None None False None False 3816.0056 0 3951047 153011 None Item13VOL 1P.No116 Formwork, Centering & Scaffloding 50% For Roof Slab ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3738.24 3738.24 1.428 False None None False None False 5338.20672 0 3951048 153011 None Item8.12Vol 2P.No43 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer-in-Charge. ---- Work should be carried out as per the direction of engineer incharge of work. Kg 75.52 75.52 55.52 False None None False None False 4192.8704 0 3951049 153011 None Item2.11AVol 1P.No18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. ---- Work should be carried out as per the direction of engineer incharge of work. Tonne 105559.26 105559.26 1.1 False None None False None False 116115.186 0 3951050 153011 None Item15.2Vol 2P.No149 Providing and Applying PU based Elastomeric Liquid Applied PU Waterproofing Membrane single component, cold applied, water based acrylic PU dispersion with highly elastic and UV resistant water proofing treatment to the Existing Roof surface/Chajjas/Sunken portion of WC:Bathroom applied @ 1.2L/per m2,having tensile strength greater than 1.5N/mm2, elongation greater than 300% with solid content not less than 60% in 2 coats including surface preparation, priming the surface with water based acrylic primer @0.1 L/m2, and spreading 60 gsm geotextile between two top coats completely as per specification. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 869.66 869.66 28.0 False None None False None False 24350.48 0 3951051 153011 None Item8.3.1Vol 2P.No41 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 417.72 417.72 24.0 False None None False None False 10025.28 0 3951052 153011 None Item8.33.1Vol 2P.No46 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 186.44 186.44 24.0 False None None False None False 4474.56 0 3951053 153011 None Item18.3Vol 5P.No221 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 as per the direction of engineer incharge of work. Each 2315.16 2315.16 1.0 False None None False None False 2315.16 0 3951054 153011 None Item13.33.9Vol 2P.No129 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.External on wall - 100mm nominal dia pipes ---- Work should be carried out as per the direction of engineer incharge of work. m 2978.32 2978.32 30.0 False None None False None False 89349.6 0 1725961793000 0 None None Buildings Septic Tank 355278.42 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3951055 153012 None Item1.14.1VOL 1P.No8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m ---- Work should be carried out as per the direction of engineer incharge of work. Cum 120.36 120.36 35.2 False None None False None False 4236.672 0 3951056 153012 None Item2.1.3VOL 1P.No15 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7067.02 7067.02 2.05 False None None False None False 14487.391 0 3951057 153012 None Item2.5.2Vol 1P.No17 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 8074.74 8074.74 1.62 False None None False None False 13081.0788 0 3951058 153012 None Item1VOL 1P.No115 Formwork, Centering & Scaffloding 8% For Isolated Footing ---- Work should be carried out as per the direction of engineer incharge of work. Cum 645.98 645.98 1.62 False None None False None False 1046.4876 0 3951059 153012 None Item2.5.2Vol 1P.No17 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 8074.74 8074.74 4.57 False None None False None False 36901.5618 0 3951060 153012 None Item9VOL 1P.No115 Formwork, Centering & Scaffloding 10% For Earth retaining structures ---- Work should be carried out as per the direction of engineer incharge of work. Cum 807.47 807.47 4.57 False None None False None False 3690.1379 0 3951061 153012 None Item2.5.2Vol 1P.No17 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 8074.74 8074.74 2.14 False None None False None False 17279.9436 0 3951062 153012 None Item13VOL 1P.No116 Formwork, Centering & Scaffloding 50% For Roof Slab ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4037.37 4037.37 2.14 False None None False None False 8639.9718 0 3951063 153012 None Item2.11AVOL 1P.No18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. ---- Work should be carried out as per the direction of engineer incharge of work. t 105559.26 105559.26 1.25 False None None False None False 131949.075 0 3951064 153012 None Item6.8Vol 2P.No14 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 9403.42 9403.42 1.14 False None None False None False 10719.8988 0 3951065 153012 None Item8.8VOL 2P.No42 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Out side) ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 437.78 437.78 15.66 False None None False None False 6855.6348 0 3951066 153012 None Item8.12VOL 2P.No43 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer-in-Charge. ---- Work should be carried out as per the direction of engineer incharge of work. Kg 75.52 75.52 26.4 False None None False None False 1993.728 0 3951067 153012 None Item8.1.2VOL 2P.No41 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 284.38 284.38 3.46 False None None False None False 983.9548 0 3951068 153012 None Item18.3VOL 5P.No221 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 lockingarrangements 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 as per the direction of engineer incharge of work. Each 2315.16 2315.16 3.0 False None None False None False 6945.48 0 3951069 153012 None Item13.33.9Vol 2P.No123 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching refilling & testing of joints complete, as per direction of engineer in charge (External work) 100mm nominal dia pipes ---- Work should be carried out as per the direction of engineer incharge of work. m 2978.32 2978.32 30.0 False None None False None False 89349.6 0 3951070 153012 None Item17.1Vol 2P.No175 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 1182.36 1182.36 6.02 False None None False None False 7117.8072 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1725961792000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1725961792000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1725961792000 0 None None ELIGIBILITY Conditional tenders will not be accepted None 1725961792000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1725961792000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1725961792000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1725961792000 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 e-Procurement portal due to internet connectivity issues and technical glitches at bidders end. None 1725961792000 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 1725961792000 0 None None ELIGIBILITY To qualify for award of this contract, each tenderer should give all details and documents as per Technical and Financial bid attached to this tender. None 1725961792000 0 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs. None 1725961792000 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 maintainance 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 1725961792000 0 None None ELIGIBILITY The field Lab shall preferably located, adjacent to the site with the required amenity as per the clause. Failing which 1% of the amount of work done will be penalized None 1725961792000 0 None None ELIGIBILITY Tenderer shall obtain the Work Done Certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer( District Level Officer), scan the original Certificate and attach the scanned file to the tender. The Original Certificate shall be produced at the time of opening of Technical Bids for physical verification None 1725961792000 0 None None ELIGIBILITY As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards labour welfare fund. None 1725961792000 0 None None ELIGIBILITY The employer reserves the rights to Reject one or all Tenders without assigning any reasons. None 1725961792000 0 None None ELIGIBILITY The Item Rates quoted shall include cost of Royalty charges on constructive materials & other taxes as per the rates prevailing Government Orders at the time of execution and including cost and conveyance of all materials, curing, loading and unloading with all leads and lifts, labour, hire charges of machinery & equipment etc., complete and all incidental charges. All the items shall be executed as directed by the Engineer-in-charge of work. None 1725961792000 0 None None ELIGIBILITY The construction materials (minerals metal ,sand and Murom) shall be bought from the authorized quarries along with the mineral dispatch permit or else 5 times the royalty will be deducted as penalty as per the Directions on the Director, Mines and Geology Department Bangalore proceedings dated 25.03.2013. None 1725961792000 0 None None ELIGIBILITY The awarded Contractor has to Submit his bills through e-MB for payment.( Billing is through e-Mb ie: Contractor has to produce Soft copy and hard Copy of RA or Final bill for payments) None 1725961792000 0 None None ELIGIBILITY The Important Original Documents Certificates which are uploaded like Work done Line of Credit Turn over Certificates and Machineries Ownership Documents shall be produced at the time of opening of Tender for physical verification. If fail to Produce documents Certificates on or before the time of opening the Bid is liable for Rejection with out any prior notice. None 1725961792000 0 None None ELIGIBILITY As per Karnataka state Government order LD/95/LET/2013 Bangalore dated 01.04.2013 the Contractor shall be registered under section 7 of Buildings and other Construction workers (Regulation of Employment and Conditions of Service) Act and the construction labour shall get the registration under section 12 of the act before making payment of running bills None 1725961792000 0 None None ELIGIBILITY The Item rates quoted shall include cost of Royalty charges on construction materials None 1725961792000 0 None None ELIGIBILITY The amount put to tender and tendered amount are inclusive of all taxes(GST also). None 1725961792000 0 None None ELIGIBILITY The EMD of Rs.200000.00 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) Rs. 1,00,000.00 EMD shall be in the form Bank Guarantee in the prescribed format obtained from any Nationalised / Scheduled Bank in favour of Executive Engineer, PWD Division, Gadag payable at Gadag. None 1725961792000 0 None None ELIGIBILITY The tenderer should maintain the building during the DEFECT LIABILITY PERIOD, which is up to One year after successful completion of the work. None 1725961792000 0 None None ELIGIBILITY Tender period for work completion 11 Calendar Months (including monsoon period) None 1725961792000 0 None None ELIGIBILITY The star rates are applicable. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Executed in any one year the following minimum quantities of work1)Earthwork/Subgrade/Embankment-582.1Cum 2)Concrete work (Including PCC/RCC)-181.872Cum 3)Steel-14.6Tonne 4)SSM/BBM/UCR/Solid blocks-105.78Cum 5) Plastering:1232.128 sqm 6)Granite/vitrified tiles/ceramic tiles flooring:497.248sqm Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Others None None None None 3.2(b) To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2019-20,2020-21 ,and 2021-22,2022-23,2023-24 Satisfactorily completed as prime contractor, at least one similar work (to an extent of 50% of the contract value), such as Construction of Building Works of value not less than Rs 51.91 lakhs Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Tenderers who meet the above specified minimum qualifying criteria, will only be qualified,if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity-( AxNx1.5-B )whereA-Maximum value of civil engineering works executed in any one year during the last five years (updated to 2024-25 price level) taking into account the completed as well as works in progress.N -Number of years prescribed for completion of the works for which tenders are invited -0.916 Year.B-Value at 2024-25price level, of existing commitments and on-going works to be completed during the next 0.916year (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 -- Others 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 -- Others 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 work, if awarded Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Others None None None None 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 Like JCB / Hitachi etc2)Tippers3)Concrete Batching Plant4)Water Tanker5)Shuttering Materials6)Transit Mixers7)Selfloading Moblie Concrete Batching Plant of min 2 cum capacity (Like Ajax) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Others None None None None Liquid assets and /or availability of credit facilities of no less than Rs.28.32 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.200000.00shall be paid in full through e-payment or in two parts i.e,Part(1)Rs. 1,00,000.00 by e-payment part (2)1,00,000.00 in the form of BG to be upload. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Others None None None None List of Financial Resources with Certificates Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Others None None None None 3.2 (a) To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2019-20,2020-21 ,and 2021-22,2022-23,2023-24 Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs.207.63 lakhs. The Bidder shall submit the Balance sheets and IT Returns of the same period to substantiate the turnover certificate. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Information on litigation in which the Tender is involved. Others others createdTs version createdDate modifiedDate documentName None None None None Others -- Others None None None None Banker DetaList of existing commitments and ongoing worksils for reference Others Others -- Information in format IV createdTs version createdDate modifiedDate documentName None None None None Others -- Others None None None None Contractor PWD registration certificate. Others PWD Registration Certificate (Class I/II/III/IV) createdTs version createdDate modifiedDate documentName None None None None Others -- Others None None None None Proposed methodology and Program of construction, backed with equipment, planning and deployment, duly supported with Broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones. Others Others -- Bar Chart/ PERT and Report createdTs version createdDate modifiedDate documentName None None None None Others -- Others None None None None Information on the Works for which tenderer has submitted Tender Others Others -- Information in Format VI createdTs version createdDate modifiedDate documentName None None None None Others -- Others
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Contractor PWD Registration Certificate True Technical Bid Bid capacity on the contractor letter head True Technical Bid LOC Should in the prescribed format-2 True Technical Bid Any other related documents. True Technical Bid Present Postal address and phone number of the Contractor is Complusory. True Technical Bid Satisfactorily completed as prime contractor, at least one similar work done certificate. True Technical Bid Quantity wise workdone certificate. True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1725965301000 version 0 createdDate None modifiedDate None blockNumber EE PWD DIVISION GADAG street None city GADAG state Karnataka pin 582103
tenderRecallDTO	None