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noticeInvitingTenderDTO	createdTs 1709772623551 version 9 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 372100.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 20-03-2024 16:30:00 tenderQueryClose 18-03-2024 11:00:00 technicalBidOpen 21-03-2024 16:45:00 publishedDate 10-03-2024 19:09:00 publishedByPost PWD_EE_DIV_BGV publishedByUser KPE12007 - S S SOBARAD bidValidityPeriod 90 noOfCalls 2 preBidMeetingDate 14-03-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson S S Sobarad splitEmdRequiredYn True emdBankGuarantee 272100.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08312647103 mobileNumber 8312647103 tenderSupplierList None
tenderSchedule	createdTs 1709772623554 version 20 createdDate None modifiedDate None tenderNumber PWD/2023-24/BD/WORK_INDENT5841/CALL-2 title CONSTRUCTION OF TICKET COUNTER, ENTRY PLAZA TOILETS, INFORMATION CENTRE, FOOD COURT, ADMINISTRATIVE BLOCK RESEARCH CENTRE, MUSEUM, AMPHITHEATRE ETC AT KITTUR CHENNAMMA ZOO , BUKARAYANAHATTI IN BELAGAVI TALUKA OF BELAGAVI DIST.(YAMAKANMARDI CONSTITUENCY)-2023-24 description CONSTRUCTION OF TICKET COUNTER, ENTRY PLAZA TOILETS, INFORMATION CENTRE, FOOD COURT, ADMINISTRATIVE BLOCK RESEARCH CENTRE, MUSEUM, AMPHITHEATRE ETC AT KITTUR CHENNAMMA ZOO , BUKARAYANAHATTI IN BELAGAVI TALUKA OF BELAGAVI DIST.(YAMAKANMARDI CONSTITUENCY)-2023-24 category WORKS categoryText Works ecv 24806581.19 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1685 locationName PWD Division Office Belagavi provisionalAmount 31790000.0 groupOverheadTotal 0.0 fileNumber KPWD/BGM/SD/4059/Bhutramatti-Zoo/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1709772624000 0 None None Buildings TICKET COUNTER, ENTRY PLAZA TOILETS, INFORMATION CENTRE, FOOD COURT, ADMINISTRATIVE BLOCK RESEARCH CENTRE, MUSEUM, AMPHITHEATRE ETC AT KITTUR CHENNAMMA ZOO Ground floor 12889319.49 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2952499 97574 None 1.12 1.12 Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds ofsoils & upto depth not exceeding 300mm as per drawing and technicalspecifications, including setting out, shoring, strutting,barricading,caution lights, removal of stumps and other deleterious matter includingdressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radiusof 50 m and lift upto 1.5 m including cost of labour, tools, usage ofmachinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth Cum 95.0 95.0 160.39 False None None False None False 15237.05 0 2952500 97574 None 1.14.1 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 102.0 102.0 634.52 False None None False None False 64721.04 0 2952501 97574 None 4.1 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. Sqm 118.0 118.0 306.48 False None None False None False 36164.64 0 2952502 97574 None 2.1.3 2.1.3 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 complete 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 Cum 5989.0 5989.0 106.2 False None None False None False 636031.8 0 2952503 97574 None 2.2.3 2.2.3 Providing and laying in position Reinforced 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 Cum 6336.0 6336.0 86.95 False None None False None False 550915.2 0 2952504 97574 None addendum FORMWORK FOR FOOTING: Providing and laying in position Reinforced 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 to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 506.88 506.88 86.95 False None None False None False 44073.216 0 2952505 97574 None 2.4.3 2.4.3 Providing and laying in position Reinforced 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 co2.4.3 Providing and laying in position Reinforced 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 necesary, 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork to be paid separately) arse 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 necesary, 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork to be paid separately) Cum 6336.0 6336.0 23.5 False None None False None False 148896.0 0 2952506 97574 None Addendum 1 FORMWORK FOR PLINTH BEAM @ 50 % of the rate of above concrete item Providing and laying in position Reinforced 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 necesary, 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement to be paid separately) Cum 3168.0 3168.0 23.5 False None None False None False 74448.0 0 2952507 97574 None 2.5.2 2.5.2 Providing and laying in position Reinforced 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 Cum 6843.0 6843.0 12.83 False None None False None False 87795.69 0 2952508 97574 None Addendum 1 FORMWORK FOR COLUMN : Providing and laying in position Reinforced 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 to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 4790.1 4790.1 12.83 False None None False None False 61456.983 0 2952509 97574 None 2.5.2 2.5.2 Providing and laying in position Reinforced 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 Cum 6843.0 6843.0 24.96 False None None False None False 170801.28 0 2952510 97574 None Addendum 1 FORMWORK FOR LINTEL, SLAB BEAM :Providing and laying in position Reinforced 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 necesary, 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement to be paid separately) Cum 4790.1 4790.1 24.96 False None None False None False 119560.896 0 2952511 97574 None 2.5.2 2.5.2 Providing and laying in position Reinforced 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 Cum 6843.0 6843.0 57.86 False None None False None False 395935.98 0 2952512 97574 None Addendum 1 FORMWORK FOR SLAB : Providing and laying in position Reinforced 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 Cum 3421.5 3421.5 57.86 False None None False None False 197967.99 0 2952513 97574 None 2.5.1 2.5.1 Providing and laying in position Reinforced 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)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6630.0 6630.0 9.2 False None None False None False 60996.0 0 2952514 97574 None 2.5.2 FORMWORK FOR CHAJJA @ 45 % of the rate of above concrete item Providing and laying in position Reinforced 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 to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 2983.5 2983.5 9.2 False None None False None False 27448.2 0 2952515 97574 None 2.5.2 2.5.2 Providing and laying in position Reinforced 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 Cum 6843.0 6843.0 13.11 False None None False None False 89711.73 0 2952516 97574 None Addendum 1 FORMWORK FOR STAIRCASE: Providing and laying in position Reinforced 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 to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 3421.5 3421.5 13.11 False None None False None False 44855.865 0 2952517 97574 None 5.4 5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6389.0 6389.0 47.95 False None None False None False 306352.55 0 2952518 97574 None 1.8 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 474.0 474.0 752.59 False None None False None False 356727.66 0 2952519 97574 None 2.11 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings Tonne 89457.0 89457.0 26.86 False None None False None False 2402815.02 0 2952520 97574 None 2.1.4 2.1.4 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 complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6217.0 6217.0 0.973 False None None False None False 6049.141 0 2952521 97574 None 6.2 6.2 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. Cum 7978.0 7978.0 145.35 False None None False None False 1159602.3 0 2952522 97574 None 11.34A 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kgs 168.0 168.0 1491.0 False None None False None False 250488.0 0 2952523 97574 None 12.84 12.84 Providing & fixing of 2 track 2 panel sliding windows made out of multi chambered UPVC(Matching to RAL 9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm by 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm by 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made (Volume 2 Page No 110 Item No. 12.84) Sqm 5023.0 5023.0 71.0 False None None False None False 356633.0 0 2952524 97574 None 8.3.1 8.3.1 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. Sqm 354.0 354.0 88.75 False None None False None False 31417.5 0 2952525 97574 None 8.8 8.8 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. Sqm 371.0 371.0 943.3 False None None False None False 349964.3 0 2952526 97574 None 8.1.1 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 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. Sqm 255.0 255.0 1267.5 False None None False None False 323212.5 0 2952527 97574 None 8.51 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 100.0 100.0 1522.44 False None None False None False 152244.0 0 2952528 97574 None 9.30 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 5328.0 5328.0 287.57 False None None False None False 1532172.96 0 2952529 97574 None 9.21.2 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm Sqm 1238.0 1238.0 191.58 False None None False None False 237176.04 0 2952530 97574 None 8.63 8.63 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge. Sqm 82.0 82.0 1522.4482 False None None False None False 124840.7524 0 2952531 97574 None 12.13.2 12.13.2 Providing Red 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. Cum 99600.0 99600.0 0.451 False None None False None False 44919.6 0 2952532 97574 None 12.57.4 12.57.4. Providing and fixing 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. -do- 35 mm thick both side Teak. Sqm 4532.0 4532.0 20.25 False None None False None False 91773.0 0 2952533 97574 None 8.29 8.29 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² 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. Sqm 283.0 283.0 1032.05 False None None False None False 292070.15 0 2952534 97574 None 8.45.2 8.45.2 Varnishing with varnish of approved brand and manufacture :Two coats glue sizing with spar varnish or an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 173.0 173.0 50.63 False None None False None False 8758.99 0 2952535 97574 None 8.34.3 8.34.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 50.0 50.0 71.0 False None None False None False 3550.0 0 2952536 97574 None 8.40 8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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. Sqm 115.0 115.0 71.0 False None None False None False 8165.0 0 2952537 97574 None 12.51 12.51 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. Nos 1016.0 1016.0 8.0 False None None False None False 8128.0 0 2952538 97574 None 11.28 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, Kgs 565.0 565.0 271.408 False None None False None False 153345.52 0 2952539 97574 None 9.6.1 9.6.1 Providing and laying Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) Sqm 1269.0 1269.0 16.53 False None None False None False 20976.57 0 2952540 97574 None 12.69.1 12.69.1 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.150mm Nos 274.0 274.0 48.0 False None None False None False 13152.0 0 2952541 97574 None P.No A25 I.No 444 Providing and fixing Hold fasts for doors etc complete ( Material Components P.No -A25 I.No 444 ) Nos 50.0 50.0 48.0 False None None False None False 2400.0 0 2952542 97574 None 12.73.1 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm Nos 44.0 44.0 16.0 False None None False None False 704.0 0 2952543 97574 None P.No A20 I.No 274 Providing and fixing Door Locks approved make and quality including cost and conveyence of all maerials with all lead and lift. etc complete ( Material Components P.No - A20 I.No 274 ) Nos 348.0 348.0 8.0 False None None False None False 2784.0 0 2952544 97574 None 12.63 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete Nos 130.0 130.0 16.0 False None None False None False 2080.0 0 2952545 97574 None A28 I No 548 Providing and fixing Screws approved Nails and screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 ) Kgs 67.0 67.0 5.0 False None None False None False 335.0 0 2952546 97574 None 6.15 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 1033.0 1033.0 208.03 False None None False None False 214894.99 0 2952547 97574 None 9.11 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. Sqm 889.0 889.0 11.85 False None None False None False 10534.65 0 2952548 97574 None 9.39 9.39 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Sqm 1449.0 1449.0 75.97 False None None False None False 110080.53 0 2952549 97574 None 12.83.2 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance1mm), with wall thickness 2.0 mm (0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 by19 mm and 1mm (0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge m 239.0 239.0 31.2 False None None False None False 7456.8 0 2952550 97574 None 12.53 12.53 Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet 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 75 mm Aluminium hinges. Sqm 1588.0 1588.0 10.08 False None None False None False 16007.04 0 2952551 97574 None 11.37.3 11.37.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 8 mm thickness (weight not less than 20 kg/ m²) including cost of materials, labour, usage charges of machinery complete as per specifications. Sqm 1305.0 1305.0 24.18 False None None False None False 31554.9 0 2952552 97574 None 12.49 12.49 Providing and fixing in position fully glazed shutters for ventilators side hung or central pivoted with Honne wood stiles and rails of 30mm thick 50mm wide and central divider of 30mm. wide, 3mm thick reeded glass fixed with wooden beading of size 10mm wide flushed to the thickness of the frame including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 6523.0 6523.0 32.4 False None None False None False 211345.2 0 2952553 97574 None 8.10 8.10 Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings 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. Sqm 211.0 211.0 330.91 False None None False None False 69822.01 0 2952554 97574 None 2.3.2 2.3.2. Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6480.0 6480.0 16.43 False None None False None False 106466.4 0 2952555 97574 None Addendum FORMWORK FOR RC WALL : Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 648.0 648.0 16.43 False None None False None False 10646.64 0 2952556 97574 None 11.16.2 11.16.2 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kgs 147.0 147.0 829.65 False None None False None False 121958.55 0 2952557 97574 None 10.20 10.20 Providing and fixing of clay tiles for cladding tiles of size 230x75x10mm thick on 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) & jointed with Adhesive/cement slurry over rough plaster surface excluding cost of rough plastered surface and the surface is painted with red apex paint and black apex paint into the groves. The work includes cost of all materials, labour charges for all items of work, usage charges for equipment, etc., complete as per specification. Sqm 1902.0 1902.0 118.17 False None None False None False 224759.34 0 2952558 97574 None 7.25.1 7.25.1. Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete. 6 mm thick Cement fiber board as per IS: 14862 Sqm 635.0 635.0 114.83 False None None False None False 72917.05 0 2952559 97574 None 10 cudm, vol - 2 , Page no - A-40 942 Superior class teak wood such as Dandeli planks ( 10 cudm, vol - 2 , Page no - A-40). Cum 1100.0 1100.0 20.35 False None None False None False 22385.0 0 2952560 97574 None data rate Supply and fixing of Vox Infratop false ceiling manufactured in Europe, panel sizes of 340mmx 2700mm,durable and resistant to moisture, water and borer-fungus-termite attack. Panels to be installed with GI/ Aluminium sections of suitable gauge & size according to site conditions. Panels SV 08/07 & 09 with suitable trims SV 15 with dimensions 40x19x22x12x3050 (all in mm) for edge profiles and SV 18 with dimensions 67x3050 mm with T head of 42mm for Connecting profiles. Panels must be maintenance free, rust proof and are 100% Water proof. Advised especially for Soffit areas, under the roof installation. 10 years warranty for colour & finish of the panels and the profiles from VOX.Supply and fixing of Vox trims manufactured in Europe with trims SV 15 with dimensions 40x19x22x12x3050 (all in mm) for edge profiles and to be installed with GI / Aluminium sections of suitable gauge & size according to site conditions.1.Supply and fixing of Vox trims manufactured in Europe with trims SV 18 with dimensions 67x3050 mm with T head of 42mm for Connecting profiles and to be installed with GI / Aluminium sections of suitable gauge & size according to site conditions.Providing and fixing of frame work made of special sections power pressed from MS sheet and galvanized in accordance with zinc coating of grade 350 as per IS: 277 and consisting of angle cleat of size 25 mm wide x 1.6 mm thick with flanges of 22 mm and 37 mm at 1200 mm center to center one flange fixed to the ceiling with dash fastener 12.5 mm dia x 40 mm long with 6 mm dia bolts to the angle hangers of 25 x 25 x 0.55 m of massivad lanath and athan and of analo tapered flanges of 26 mm each having clips of 10.5 mm at 450 mm center to center shall be fixed in a direction perpendicular to GI channel with connecting clips made out of 2.64 mm dia x 230 mm long GI wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, The perimeter of ceiling shall be fixed to wall/ partition with the help of raw plugs at 450 mm center to center with 25 mm long drive-all screws @230 mm interval including jointing and fixing to a flush finish of tapered and square edges of the gypsum board with recommended filler, paper tapes, finisher and making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed all complete as per drawing and specification and direction of the Employer / Architect. But excluding cost of painting. etc., complete with all lead & lift, as per specifications and as per directions of the Engineer in charge of the work (Wooden Colour as per approved by department) Sqm 2400.0 2400.0 33.21 False None None False None False 79704.0 0 2952561 97574 None 1.23 1.23 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. Cum 2682.0 2682.0 44.264 False None None False None False 118716.048 0 2952562 97574 None 2.5.2 2.5.2 Providing and laying in position Reinforced 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 Cum 6843.0 6843.0 35.64 False None None False None False 243884.52 0 2952563 97574 None addendum FORMWORK FOR LINTEL SLAB BEAM Providing and laying in position Reinforced 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 necesary, 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement to be paid separately) Cum 4105.8 4105.8 35.64 False None None False None False 146330.712 0 1709772624000 1 None None Buildings First Floor 5691141.37 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2952564 97575 None 2.5.2 2.5.2 Providing and laying in position Reinforced 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 Cum 6911.43 6911.43 11.84 False None None False None False 81831.3312 0 2952565 97575 None Addendum FORMWORK FOR COLUMN FROM Ground Floor slab to First Floor Slab: Providing and laying in position Reinforced 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 to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 4838.0 4838.0 11.84 False None None False None False 57281.92 0 2952566 97575 None 2.5.2 2.5.2 Providing and laying in position Reinforced 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 Cum 6911.43 6911.43 18.0 False None None False None False 124405.74 0 2952567 97575 None addendum FORMWORK FOR LINTEL,FIRST FLOOR SLAB BEAM :Providing and laying in position Reinforced 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 to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 4146.86 4146.86 18.0 False None None False None False 74643.48 0 2952568 97575 None 2.5.2 2.5.2 Providing and laying in position Reinforced 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 Cum 6911.43 6911.43 69.03 False None None False None False 477096.0129 0 2952569 97575 None Addendum FORMWORK FOR FIRST FLOOR SLAB: Providing and laying in position Reinforced 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 to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate Cum 3455.72 3455.72 69.03 False None None False None False 238548.3516 0 2952570 97575 None 2.5.1 2.5.1 Providing and laying in position Reinforced 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)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6696.3 6696.3 0.41 False None None False None False 2745.483 0 2952571 97575 None addendum FORMWORK FOR CHAJJA: Providing and laying in position Reinforced 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 to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate Cum 3013.34 3013.34 0.41 False None None False None False 1235.4694 0 2952572 97575 None 2.11 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings Tonne 90351.57 90351.57 15.16 False None None False None False 1369729.8012 0 2952573 97575 None 2.1.4 2.1.4 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 complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6279.17 6279.17 0.5 False None None False None False 3139.585 0 2952574 97575 None 6.2 6.2 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. Cum 8057.78 8057.78 89.19 False None None False None False 718673.3982 0 2952575 97575 None 11.34A 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kgs 169.68 169.68 462.0 False None None False None False 78392.16 0 2952576 97575 None 12.84 12.84 Providing & fixing of 2track 2panel sliding windows made out of multi chambered UPVC(Matching to RAL9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets color having isolated drainage and reinforced with Galvanized Iron profile throughout the window frame. The outer frame having an overall size of 44mm width 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made (Volume 2 Page No 110 Item No. 12.84) Sqm 5073.23 5073.23 22.0 False None None False None False 111611.06 0 2952577 97575 None 8.8 8.8 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. Sqm 374.71 374.71 506.71 False None None False None False 189869.3041 0 2952578 97575 None 8.1.1 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 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. Sqm 257.55 257.55 183.71 False None None False None False 47314.5105 0 2952579 97575 None 8.51 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 101.0 101.0 648.28 False None None False None False 65476.28 0 2952580 97575 None 9.30 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 5381.28 5381.28 36.16 False None None False None False 194587.0848 0 2952581 97575 None 9.21.2 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm Sqm 1250.38 1250.38 313.53 False None None False None False 392031.6414 0 2952582 97575 None 8.63 8.63 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge. Sqm 82.82 82.82 648.28 False None None False None False 53690.5496 0 2952583 97575 None 12.13.2 12.13.2 Providing Red 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. Cum 100596.0 100596.0 0.122 False None None False None False 12272.712 0 2952584 97575 None 12.57.4 12.57.4. Providing and fixing 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. -do- 35 mm thick both side Teak. Sqm 4577.32 4577.32 7.5 False None None False None False 34329.9 0 2952585 97575 None 8.29 8.29 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² 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. Sqm 285.83 285.83 506.71 False None None False None False 144832.9193 0 2952586 97575 None 8.45.2 8.45.2 Varnishing with varnish of approved brand and manufacture :Two coats glue sizing with spar varnish or an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 174.73 174.73 19.5 False None None False None False 3407.235 0 2952587 97575 None 8.34.3 8.34.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 50.5 50.5 22.0 False None None False None False 1111.0 0 2952588 97575 None 8.40 8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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. Sqm 116.15 116.15 22.0 False None None False None False 2555.3 0 2952589 97575 None 12.51 12.51 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. Nos 1026.16 1026.16 2.0 False None None False None False 2052.32 0 2952590 97575 None 12.69.1 12.69.1 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm" Nos 274.0 274.0 12.0 False None None False None False 3288.0 0 2952591 97575 None P.No -A25 I.No 444 Providing and fixing Hold fasts M.S. for doors etc complete ( Material Components P.No -A25 I.No 444 ) Nos 50.0 50.0 12.0 False None None False None False 600.0 0 2952592 97575 None 12.73.1 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm" Nos 44.0 44.0 4.0 False None None False None False 176.0 0 2952593 97575 None P.No A20 Providing and fixing Door Locks approved make and quality including cost and conveyence of all maerials with all lead and lift. etc complete ( Material Components P.No -A20 I.No 274 ) Nos 348.0 348.0 2.0 False None None False None False 696.0 0 2952594 97575 None 12.63 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete Nos 130.0 130.0 4.0 False None None False None False 520.0 0 2952595 97575 None P.No - A28 I.No 548) Providing and fixing Screws approved make SS Screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548) Kgs 67.0 67.0 3.0 False None None False None False 201.0 0 2952596 97575 None 8.10 8.10 Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings 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. Sqm 212.0 212.0 464.57 False None None False None False 98488.84 0 2952597 97575 None KSFIC.DWD - 097 KSFIC.DWD - 097 Teak Wood Dias Reiling :- Made out of 3"x3" turning legs, affixed together in 2"x1" patti at top & bottom maintaining a distance of 12" between every leg. Further finished with 3"x1.5" pattis on top and bottom, such that the flat surface is seen above. To be fixed on site with necessary screws, embeded in the floor. (Per Running Meter ) m 9102.0 9102.0 78.72 False None None False None False 716509.44 0 2952598 97575 None 7.25.1 7.25.1. Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete. 6 mm thick Cement fiber board as per IS: 14862 Sqm 638.0 638.0 446.57 False None None False None False 284911.66 0 2952599 97575 None 10.20 10.20 Providing and fixing of clay tiles for cladding tiles of size 230x75x10mm thick on 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) & jointed with Adhesive/cement slurry over rough plaster surface excluding cost of rough plastered surface and the surface is painted with red apex paint and black apex paint into the groves. The work includes cost of all materials, labour charges for all items of work, usage charges for equipment, etc., complete as per specification. Sqm 1906.0 1906.0 53.98 False None None False None False 102885.88 0 1709772624000 0 None None Buildings Electrical 2753302.06 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2952600 97576 None 1.1.1 Supplying heavy gauge PVC conduit pipe . dia . mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws.19/20 mm dia 2 mm thick m 69.0 69.0 600.0 False None None False None False 41400.0 0 2952601 97576 None 1.1.2 Supplying heavy gauge PVC conduit pipe . dia . mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws.25 mm dia 2 mm thick m 81.0 81.0 400.0 False None None False None False 32400.0 0 2952602 97576 None 1.1.3 Supplying heavy gauge PVC conduit pipe . dia . mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws.32 mm dia 2.5 mm thick m 106.0 106.0 100.0 False None None False None False 10600.0 0 2952603 97576 None 1.2.1 Supplying heavy gauge PVC conduit pipe . mm dia.mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary19/20 mm dia 2 mm thick m 66.0 66.0 300.0 False None None False None False 19800.0 0 2952604 97576 None 1.2.2 Supplying heavy gauge PVC conduit pipe . mm dia.mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 25 mm dia 2 mm thick m 78.0 78.0 600.0 False None None False None False 46800.0 0 2952605 97576 None 1.2.3 Supplying heavy gauge PVC conduit pipe . mm dia.mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 32 mm dia 2.5 mm thick m 103.0 103.0 100.0 False None None False None False 10300.0 0 2952606 97576 None 1.3.1 Supplying heavy gauge PVC Conduit Pipe . dia . mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.19/20 mm dia 2 mm thick m 68.0 68.0 120.0 False None None False None False 8160.0 0 2952607 97576 None 1.3.2 Supplying heavy gauge PVC Conduit Pipe . dia . mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.25 mm dia 2 mm thick m 79.0 79.0 210.0 False None None False None False 16590.0 0 2952608 97576 None 1.3.3 Supplying heavy gauge PVC Conduit Pipe . dia . mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.32 mm dia 2.5 mm thick m 99.0 99.0 60.0 False None None False None False 5940.0 0 2952609 97576 None 1.13 Supplying And Fixing Metal Fan Box with Round Hook. No 117.0 117.0 42.0 False None None False None False 4914.0 0 2952610 97576 None 1.14.4 Supply and laying of underfloor (concealed) raceways manufactured from 1.5 mm thick cover and base (including partitions for multi- compartment raceways), zero spangle pre-galvanized sheet steel with 275 GSM ( 36.67 microns) coating mass, cover and base MIG welded together. the length of raceways shall be 2.5 meters per length with single accessories acting as duct connector including fastening clamps and vertical access boxes and with all required connected accessories complete and load bearing capacity in line with EN 50085-2-2. 100 x 38 x 2500mm, 2 compartments m 1066.0 1066.0 100.0 False None None False None False 106600.0 0 2952611 97576 None 1.15.1 Supply and laying of under floor junction boxes shall be of three-piece construction Base box, frame and load plate. Base box shall be robust in its construction manufactured from 1.5 mm thick zero spangle pre-galvanized sheet steel with 275 GSM ( 36.67 microns) coating mass. The load plate and frame thicknesses shall be 3 mm and 2 mm respectively to provide adequate load bearing capacity of 5 kN with deflection not greater than 6mm while loading and permanent deflection not exceeding 3 mm as per EN 50085-2-2. The trap and frame shall be Epoxy coated to protect from corrosion. The junction boxes shall be 10 mm or 20 mm recess to accommodate floor covering suitable for Tile/Carpet/marble / granite/ according to site conditions. The junction box has height of 60mm up to finished floor level. The base of junction boxes should have pre-punched sealing arrangements on all four sides to accept either 25 mm or 38 mm of metal raceways. For (50-100x38mm) duct.Dimensions:172 172 60mm. 10 mm Recess No 1736.0 1736.0 10.0 False None None False None False 17360.0 0 2952612 97576 None 2.2.1 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch box Point 269.0 269.0 80.0 False None None False None False 21520.0 0 2952613 97576 None 2.2.2 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box Point 379.0 379.0 180.0 False None None False None False 68220.0 0 2952614 97576 None 2.2.3 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box Point 555.0 555.0 160.0 False None None False None False 88800.0 0 2952615 97576 None 2.2.4 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Two outlet in a row, above 3Mtr upto 6Mtr from tapping point to out let via switches Point 677.0 677.0 30.0 False None None False None False 20310.0 0 2952616 97576 None 2.2.5 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Three outlet in a row, above 6Mts upto 10Mtr from tapping point to out let via switches box Point 989.0 989.0 10.0 False None None False None False 9890.0 0 2952617 97576 None 2.3.1 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS- 694:2010 1 mm2 m 19.0 19.0 900.0 False None None False None False 17100.0 0 2952618 97576 None 2.3.2 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS- 694:2010 1.5 mm2 m 26.0 26.0 600.0 False None None False None False 15600.0 0 2952619 97576 None 2.3.3 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS- 694:2010 2.5 mm2" m 42.0 42.0 2800.0 False None None False None False 117600.0 0 2952620 97576 None 2.3.4 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS- 694:2010 4 mm2" m 63.0 63.0 2400.0 False None None False None False 151200.0 0 2952621 97576 None 2.3.5 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS- 694:2010 6 mm2 m 92.0 92.0 1200.0 False None None False None False 110400.0 0 2952622 97576 None 2.6.2 Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirming to13:8130-1984 and virgin grade PVC insulation and powder coating extruded PVC sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990.3C x 4 mm2 m 168.0 168.0 450.0 False None None False None False 75600.0 0 2952623 97576 None 2.5.16 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990 4C x 4 mm2 m 225.0 225.0 600.0 False None None False None False 135000.0 0 2952624 97576 None 2.5.23 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990 4C x 6 mm2 m 328.0 328.0 800.0 False None None False None False 262400.0 0 2952625 97576 None 3.4.1 SWITCHES, SOCKETS & ACCESSORIES Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall1-2 Way Each 138.0 138.0 10.0 False None None False None False 1380.0 0 2952626 97576 None 3.4.2 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 3 Way Each 159.0 159.0 30.0 False None None False None False 4770.0 0 2952627 97576 None 3.4.3 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 4-5 Way Each 177.0 177.0 2.0 False None None False None False 354.0 0 2952628 97576 None 3.4.4 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 6 Way Each 220.0 220.0 10.0 False None None False None False 2200.0 0 2952629 97576 None 3.4.5 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 8 Way Each 261.0 261.0 10.0 False None None False None False 2610.0 0 2952630 97576 None 3.4.6 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 10-12 Way Each 319.0 319.0 4.0 False None None False None False 1276.0 0 2952631 97576 None 3.4.7 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 16 Way Each 363.0 363.0 6.0 False None None False None False 2178.0 0 2952632 97576 None 3.4.8 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 18 Way Each 405.0 405.0 2.0 False None None False None False 810.0 0 2952633 97576 None 3.5.1 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 1 to 2 Module Each 137.0 137.0 10.0 False None None False None False 1370.0 0 2952634 97576 None 3.5.2 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 3 Module" Each 161.0 161.0 30.0 False None None False None False 4830.0 0 2952635 97576 None 3.5.3 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 4 Module Each 175.0 175.0 2.0 False None None False None False 350.0 0 2952636 97576 None 3.5.4 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 6 Module Each 234.0 234.0 10.0 False None None False None False 2340.0 0 2952637 97576 None 3.5.5 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 8 Module Each 284.0 284.0 10.0 False None None False None False 2840.0 0 2952638 97576 None 3.5.6 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 10-12 Module Each 344.0 344.0 4.0 False None None False None False 1376.0 0 2952639 97576 None 3.5.7 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 16 Module Each 397.0 397.0 6.0 False None None False None False 2382.0 0 2952640 97576 None 3.5.8 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 18 Module Each 457.0 457.0 2.0 False None None False None False 914.0 0 2952641 97576 None 3.6.1 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A One Way Switch Each 102.0 102.0 160.0 False None None False None False 16320.0 0 2952642 97576 None 3.6.2 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Two Way Switch Each 166.0 166.0 10.0 False None None False None False 1660.0 0 2952643 97576 None 3.6.3 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Three Way socket Each 171.0 171.0 40.0 False None None False None False 6840.0 0 2952644 97576 None 3.6.4 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator Two Module Each 357.0 357.0 42.0 False None None False None False 14994.0 0 2952645 97576 None 3.6.7 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 16A One Way Switch Each 180.0 180.0 26.0 False None None False None False 4680.0 0 2952646 97576 None 3.6.8 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Bell Push Each 177.0 177.0 10.0 False None None False None False 1770.0 0 2952647 97576 None 3.6.9 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32A DP Switch Each 326.0 326.0 10.0 False None None False None False 3260.0 0 2952648 97576 None 3.6.10 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6/16A Universal Socket Each 236.0 236.0 32.0 False None None False None False 7552.0 0 2952649 97576 None 3.6.11 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. TV/Telephone Socket Each 156.0 156.0 30.0 False None None False None False 4680.0 0 2952650 97576 None 3.6.12 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. RJ45/I.O Outlet Cat-6 Each 337.0 337.0 10.0 False None None False None False 3370.0 0 2952651 97576 None 3.8 Supplying 4mm thick plastic sheet with necessary nitches for fixing switches, regulators etc, and fixing on existing wooden or metal box using N.F. screws. Sq CM 0.41 0.41 1000.0 False None None False None False 410.0 0 2952652 97576 None 5.2.1 Supplying fully automatic star-delta starter unit push button type with suitable wires, 3 contactors, one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440 V 3 phase and wired after fixing to the existing wooden board for motor. upto 12.5 HP Each 7455.0 7455.0 2.0 False None None False None False 14910.0 0 2952653 97576 None 5.3 Supplying and fixing single phase preventer using necessary wires over an existing panel board suitable for motor upto 20 HP capacities. Each 904.02 904.02 3.0 False None None False None False 2712.06 0 2952654 97576 None 5.4.1 Fixing a shunt capacitor of . kVAR capacity with necessary clamps, bolts, and nuts on existing wooden or metal board including banking of more than one capacitor. upto 5 kVAR Each 154.0 154.0 3.0 False None None False None False 462.0 0 2952655 97576 None 5.4.1 Fixing a shunt capacitor of . kVAR capacity with necessary clamps, bolts, and nuts on existing wooden or metal board including banking of more than one capacitor. upto 5 kVAR Each 154.0 154.0 3.0 False None None False None False 462.0 0 2952656 97576 None 5.5.1 Supplying of TPST with rewirable porcelain channels in SM enclosure. Made out of 14 SWG powder coated paint of approved colour. 32A Each 1701.0 1701.0 3.0 False None None False None False 5103.0 0 2952657 97576 None 5.6.4 Supply and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws. 12"" x 12"" x 2 Each 181.0 181.0 3.0 False None None False None False 543.0 0 2952658 97576 None 5.7.3 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 63 A Each 401.0 401.0 3.0 False None None False None False 1203.0 0 2952659 97576 None 5.8.1 Supplying of Switch disconnector fuse unit (TPN) HRC type (but without HRC fuses). With AC-23A duty and as per IS- 13947. 63 A Each 2312.0 2312.0 3.0 False None None False None False 6936.0 0 2952660 97576 None 5.12.5 Supplying of on load change over switches 4 poles, AC-23A Duty, 415V, 50Hz, AC Supply. With all accessories. (SM Enclosure Sheet Metal Execution) 630 A Each 21785.0 21785.0 4.0 False None None False None False 87140.0 0 2952661 97576 None 5.14.1 Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947. 22/25 A Each 2210.0 2210.0 2.0 False None None False None False 4420.0 0 2952662 97576 None 5.15.13 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuitwith adjustable thermal magnetic release, Micro processor release shall have Earth Fault as per IS/IEC 60947-2 . (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. FOUR Pole 250 A 25 kA Each 21391.0 21391.0 2.0 False None None False None False 42782.0 0 2952663 97576 None 5.17.1 Supplying and fixing regular MCCB distribution Panel confirming to IS/IEC 61439 - 3 and IK09 tested as per IS/IEC 62262 with minimum IP43 protection provided with Polyurethane (PUR) gasket, with suitable earthing system, on wall/wood board/flush mounting using required cl A , bolts, nuts, etc., with provision for fixing of suitable type capacity MCCB's as an incomer for 3 phase Double door with necessary bus bar completely wired to use on 440V 3phase 4 wire powder coated painting etc., complete with a provision for fixing of single/three phase suitable capacity MCB's as outgoings confirming to IS/IEC 60898 - 2.4 Way Each 10329.0 10329.0 2.0 False None None False None False 20658.0 0 2952664 97576 None 5.17.2 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 A SP Each 415.0 415.0 20.0 False None None False None False 8300.0 0 2952665 97576 None 5.18.4 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 A DP Each 739.0 739.0 10.0 False None None False None False 7390.0 0 2952666 97576 None 5.18.7 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 A TPN Each 1717.0 1717.0 5.0 False None None False None False 8585.0 0 2952667 97576 None 5.18.9 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 50-63 A TPN Each 3088.0 3088.0 2.0 False None None False None False 6176.0 0 2952668 97576 None 5.19.8 Supplying and fixing regular MCB distribution boards on wall/ood 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. II - Double Door 8 Way SP & N" Each 1854.0 1854.0 1.0 False None None False None False 1854.0 0 2952669 97576 None 5.22 Supplying, fixing and wiring 0 to 600V 96x96mm AC Voltmeter on existing panel/wood board. Each 452.0 452.0 1.0 False None None False None False 452.0 0 2952670 97576 None 5.25 Supplying, fixing and wiring 0 to 100 A Direct Reading AC analog type Ammeter Each 524.0 524.0 1.0 False None None False None False 524.0 0 2952671 97576 None 5.27 Supplying, fixing and wiring rotary selector switch suitable for Ammeter Each 200.0 200.0 1.0 False None None False None False 200.0 0 2952672 97576 None 5.28 Supplying, fixing and wiring rotary selector switch suitable for Voltmeter Each 160.0 160.0 1.0 False None None False None False 160.0 0 2952673 97576 None 5.29 Supplying, fixing and wiring 3 Phase Digital Ammeter / Voltmeter Each 1425.0 1425.0 1.0 False None None False None False 1425.0 0 2952674 97576 None 5.33 Supplying of multi function digital meter with three line back light LCD type display for voltage, Current, frequency, Power, power factor, kVA, kWH, kVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required withcommunication Port and Class 0.5s accuracy Each 9315.0 9315.0 1.0 False None None False None False 9315.0 0 2952675 97576 None 5.38 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. Each 515.0 515.0 3.0 False None None False None False 1545.0 0 2952676 97576 None 5.39 Supplying, fixing and wiring Automatic Power Factor controller circuit unit fully, static units controlled by 14 stage microprocessor operation, relays LED display, self programming function for power stages and operating logic checking facility for healthy and efficient of each individual capacitor bank, measurement of network harmonics with indication when limit values are exceeded, Comprehensive displays with large, three phase LED display, Long term memory for settings, protection for over voltage, power factor correction fault and no voltage, to connect/ disconnect banks, with automatic recognition or with standard programs Each 21640.0 21640.0 1.0 False None None False None False 21640.0 0 2952677 97576 None 5.40.1 Supplying . A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete 100 A 4 x 30 x 6 mm Aluminium Strips m 2465.0 2465.0 3.0 False None None False None False 7395.0 0 2952678 97576 None 5.40.2 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 250 A 4 x 30 x 10 mm Aluminium Strips m 3435.0 3435.0 2.0 False None None False None False 6870.0 0 2952679 97576 None 5.41.2 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. Flat.with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 50 x 50 x 6 mm m 395.0 395.0 20.0 False None None False None False 7900.0 0 2952680 97576 None 5.42.2 Fabricating supplying and mounting MS box made out SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. 16 SWG Sq CM 0.43 0.43 96000.0 False None None False None False 41280.0 0 2952681 97576 None 5.56 Supply and fixing of Surge Protection devices (SPD)of type-2 at the power source to the sensitive Electronic and Electrical Equipment. Detail Specification is as follow: - In Conformance with standards IEC 61643-11/2011 T2 and EN 61643-11type 2. - For protection against indirect lightining surge and switching surge. - Inbuilt health indicator. - Imax (8/20s): 65/40/15/8kA - Maximum Operating Voltage [Uc]: 340V - Level of Protection , Up: 1.0 - 2.0kv Each 23400.0 23400.0 2.0 False None None False None False 46800.0 0 2952682 97576 None 6.1 Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply. Each 1492.0 1492.0 4.0 False None None False None False 5968.0 0 2952683 97576 None 6.2.1 Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete. 12" Sweep (300 mm) Each 2969.0 2969.0 2.0 False None None False None False 5938.0 0 2952684 97576 None 6.4.1 Supplying of Ceiling Fan with Capacitor rating As per guideline of BEE 5 star rating and IS:374/19 and also comply with IS: 1709/1984 with latest amendment, Rated voltage 220 V/50 Hz, Rated power upto 35 W +/- 10 %, Rated current As per IS:374/19, Rated power factor 0.9 lagging(min), Rated speed 350 +/- 10% RPM, Rated air delivery 210 +/- 10% Cubic Meter Minimum, Rated service value 6.2 CMM / W, Three Blades of blade leaf 1.05 mm thick Aluminium Alloy sheet, Class B motor insulation, Bearing Two ball bearings, Top 6202, Bottom 6201, as per IS specification, Motor winding. Temp rise Shall not exceed 75 deg C over and ambient of 40 0C by resistance method at 245 V, Insulation resistance Shall not be less than Two Mega Ohms (2M Ohms), Leakage current Should not exceed 210 Micro Amp, Power input, W& current, Air Delivery & Fan Speed as per IS:374/2019 with latest amendment, 2year manufacturer Warranty. (BLDC fans) 48" Sweep 5 Star (1200 mm) Each 2677.0 2677.0 42.0 False None None False None False 112434.0 0 2952685 97576 None 9.3.3 Supplying, erecting, testing & commissioning of ON-LINE UPS system suitable for operation on 230V, 50Hz, A/C supply, with isolation transformer all accessories complete and Excluding batteries and wiring complete. 5 kVA ON LINE UPS Each 68383.0 68383.0 2.0 False None None False None False 136766.0 0 2952686 97576 None 9.4.5 Supplying, installation, testing & commissioning of 12V .AH batteries in poly propylene container for D.G. sets. Low maintenance batteries, plate type. 120 AH capacity Each 23331.0 23331.0 12.0 False None None False None False 279972.0 0 2952687 97576 None 11.2.1 Supplying fixing retrofit typepLED Lamp . W LED linear source with CCT 6500 degree K, CRI 70. efficacy 80 lumen per W, life 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 LM 80. The LED are driven by HF electronic driver integrated in the system, with PF 0.95, power loss should 5 of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to275 V. Tested by NABL CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 8 9 W Each 623.0 623.0 10.0 False None None False None False 6230.0 0 2952688 97576 None 11.3.1 Supplying of .feet -PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours 70 lumen maintenance with CRI 80. Power Input: 220-240V 50 60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 2 - 9 10 W Each 551.0 551.0 4.0 False None None False None False 2204.0 0 2952689 97576 None 11.3.2 Supplying of .feet -PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70 lumen maintenance with CRI 80. Power Input: 220-240V 50 60Hz Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 4' - 20 22 W Each 690.0 690.0 20.0 False None None False None False 13800.0 0 2952690 97576 None 11.5.3 Supply of round/square recess/surface mounted rolling type LED Down light with . W GU 10 LED Lamp Rib Fabricated from diecast aluminium with white powder coated prewired to mains connector & has swivelling unit of aluminium die cast eye ball & LED Lamp position retained by circular wire spring, with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V 50 60Hz & Power factor 0.9 along with CE approved. 2years Warranty against any manufacturing defect working under standard electrical condition LED square or round down light 15 18W Each 1324.0 1324.0 151.0 False None None False None False 199924.0 0 2952691 97576 None 11.6.3 Supplying of recess mounting non integral type . LED w luminaire comprising of pressure decast/extruded aluminium housing, with spring loaded false ceiling clamps, Power LEDs with CCT 6500 degree K, CRI 70. efficacy 100 lumen per W, 120degree beam spread, life 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF 0.95, power loss should 5 of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. LED modular down light 2'x2' 36 W Each 4553.0 4553.0 2.0 False None None False None False 9106.0 0 2952692 97576 None 13.7.1 Fixing charges On wall/ ceiling / Rafter / Girders Each 122.0 122.0 160.0 False None None False None False 19520.0 0 2952693 97576 None 13.10 Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. Each 171.0 171.0 42.0 False None None False None False 7182.0 0 2952694 97576 None 13.12 Extra length of GI pipe of class B 19mm dia for down rod. m 197.0 197.0 42.0 False None None False None False 8274.0 0 2952695 97576 None 13.13 Fixing one exhaust fan after making a suitable notch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 A, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame. Each 707.0 707.0 6.0 False None None False None False 4242.0 0 2952696 97576 None 12.57 Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40 mm dia 2.9 mm thick 2.5m long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode.The funnel should be enclosed in a CC chamber of 400x400x400 mm with a cast iron cover. The earth electrode shall have staggered holes of 12 mm dia and the electrode should be covered 150 mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts. No 4256.0 4256.0 10.0 False None None False None False 42560.0 0 2952697 97576 None 12.58.2 GI/Copper strips for grounding connections, using necessary fixing materials as required. 25 x 3 mm GI strip m 82.0 82.0 60.0 False None None False None False 4920.0 0 2952698 97576 None 12.58.7 GI/Copper strips for grounding connections, using necessary fixing materials as required. 25 by 3 mm Copper strip m 570.0 570.0 30.0 False None None False None False 17100.0 0 1709772624000 0 None None Buildings Water Supply and Sanitary 448905.92 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2952699 97577 None A-44 652 PVC pipe - OD 25mm and 10 Kg/sqcm m (VOL -5 , PAGE NO-A-44). m 23.0 23.0 160.0 False None None False None False 3680.0 0 2952700 97577 None A-44 654 PVC pipe - OD 32mm and 10 Kg/sqcm m (VOL -5 , PAGE NO-A-44). m 33.0 33.0 50.0 False None None False None False 1650.0 0 2952701 97577 None 2.82.1 2.82 Supply of PPR Double Union Ball Valveconfirming to IS 15801-2008 and DIN Standards 8077/8092 2.82.1 PPR Double Union Ball Valve 20mm No 789.0 789.0 10.0 False None None False None False 7890.0 0 2952702 97577 None 2.82.2 2.82 Supply of PPR Double Union Ball Valveconfirming to IS 15801-2008 and DIN Standards 8077/8092 2.82.2 PPR Double Union Ball Valve 25mm No 1076.0 1076.0 10.0 False None None False None False 10760.0 0 2952703 97577 None 2.82.3 2.82 Supply of PPR Double Union Ball Valveconfirming to IS 15801-2008 and DIN Standards 8077/8092 2.82.3 PPR Double Union Ball Valve 32mm No 1784.0 1784.0 6.0 False None None False None False 10704.0 0 2952704 97577 None 2.78.2 2.78 Supply of PPR Male Threaded Elbow confirming to IS 15801-2008 and DIN Standards 2.78.2 PPR Male Threaded Elbow 20X1/2mm 8077/8092 No 82.0 82.0 20.0 False None None False None False 1640.0 0 2952705 97577 None 2.78.3 2.78 Supply of PPR Male Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092. 2.78.3 PPR Male Threaded Elbow 25X1/2mm No 98.0 98.0 15.0 False None None False None False 1470.0 0 2952706 97577 None 2.78.5 2.78 Supply of PPR Male Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092. 2.78.5 PPR Male Threaded Elbow 32X1/2mm No 130.0 130.0 5.0 False None None False None False 650.0 0 2952707 97577 None 2.77.2 2.77 Supply of PPR Female Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092" 2.77.2 PPR Female Threaded Elbow 20X1/2mm No 56.0 56.0 20.0 False None None False None False 1120.0 0 2952708 97577 None 2.77.3 2.77 Supply of PPR Female Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092" 2.77.3 PPR Female Threaded Elbow 25X1/2mm No 70.0 70.0 15.0 False None None False None False 1050.0 0 2952709 97577 None 2.77.5 2.77 Supply of PPR Female Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092" 2.77.5 PPR Female Threaded Elbow 32X1/2mm No 112.0 112.0 5.0 False None None False None False 560.0 0 2952710 97577 None 2.75.2 2.75 Supply of PPR Female Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092 2.75.2 PPR Female Threaded TEE 20X1/2mm No 60.0 60.0 5.0 False None None False None False 300.0 0 2952711 97577 None 2.75.3 2.75 Supply of PPR Female Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092 " 2.75.3 PPR Female Threaded TEE 25X1/2mm No 74.0 74.0 15.0 False None None False None False 1110.0 0 2952712 97577 None 2.75.5 2.75 Supply of PPR Female Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092 "2.75.5 PPR Female Threaded TEE 32X1/2mm No 119.0 119.0 4.0 False None None False None False 476.0 0 2952713 97577 None 13.34 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. l 9.0 9.0 4000.0 False None None False None False 36000.0 0 2952714 97577 None 13.6.1.1 13.6.1.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore-Horizontal No 1361.0 1361.0 5.0 False None None False None False 6805.0 0 2952715 97577 None 13.3.2 13.3.2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore No 305.0 305.0 12.0 False None None False None False 3660.0 0 2952716 97577 None 13.6.2 13.6.2.2Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore No 925.0 925.0 5.0 False None None False None False 4625.0 0 2952717 97577 None 1.6.1 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m m 484.0 484.0 16.88 False None None False None False 8169.92 0 2952718 97577 None A-43 633 Poly Propylene Random Co-polymer (PPR) pipe with fitting SDR 7.4 -50 mm Outer dia (VOL -5 , PAGE NO-A-43). m 381.0 381.0 20.0 False None None False None False 7620.0 0 2952719 97577 None 14.3.1 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid No 5977.0 5977.0 6.0 False None None False None False 35862.0 0 2952720 97577 None 14.7.3 14.7.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps No 2866.0 2866.0 11.0 False None None False None False 31526.0 0 2952721 97577 None 14.4.1 14.4.1 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern No 4454.0 4454.0 5.0 False None None False None False 22270.0 0 2952722 97577 None 14.31 14.31Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. No 1220.0 1220.0 11.0 False None None False None False 13420.0 0 2952723 97577 None 14.40.2 14.40.2 600 mm long towel rail with total length of 645 mm, 78 mm wide and effective height of 88 mm, weighing not less than 190 g. No 496.0 496.0 6.0 False None None False None False 2976.0 0 2952724 97577 None 13.46 13.46 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 75mm outlet, hubless centrifugally cast (spun) iron epoxy coated inside and outside IS: 15905 (REFER 1st Corrigendum and Addendum order - 21-04-2022) Each 475.0 475.0 12.0 False None None False None False 5700.0 0 2952725 97577 None 9.3.4 9.3.4 .Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN10.0,110mm dia m 650.0 650.0 45.0 False None None False None False 29250.0 0 2952726 97577 None 16.8 16.8 Constructing brick masonry chamber of internal dimension 600x450mm 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 No 4791.0 4791.0 6.0 False None None False None False 28746.0 0 2952727 97577 None 16.10 16.10 Constructing brick masonry chamber of internal dimension 450x450mm 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. No 4236.0 4236.0 6.0 False None None False None False 25416.0 0 2952728 97577 None 13.32.2 13.32.2. Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia pipes m 379.0 379.0 75.0 False None None False None False 28425.0 0 2952729 97577 None 13.33.3 13.33.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 25 mm nominal dia Pipes m 296.0 296.0 65.0 False None None False None False 19240.0 0 2952730 97577 None A-44 647 PVC pipe - OD 110mm and 6 Kg/sqcm (VOL -5 , PAGE NO-A-44). m 255.0 255.0 230.0 False None None False None False 58650.0 0 2952731 97577 None A-45 680 PVC pipes of 8 Kg/cm2 for 75mm(0.917)m (VOL -5 , PAGE NO-A-45). m 142.0 142.0 110.0 False None None False None False 15620.0 0 2952732 97577 None 10.9.6 M100 Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 10.9.6 - 75 mm dia PVC Elbows Each 192.0 192.0 45.0 False None None False None False 8640.0 0 2952733 97577 None 10.9.8 M100 Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 10.9.8 - 110 mm dia PVC Elbows 10.9.8 - 110 mm dia PVC Elbows Each 302.0 302.0 30.0 False None None False None False 9060.0 0 2952734 97577 None 2.76.2 2.76 Supply of PPR Male Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092. 2.76.2 PPR Male Threaded TEE 20X1/2mm No 92.0 92.0 15.0 False None None False None False 1380.0 0 2952735 97577 None 2.76.3 2.76 Supply of PPR Male Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092. 2.76.3 PPR Male Threaded TEE 25X1/2mm No 102.0 102.0 20.0 False None None False None False 2040.0 0 2952736 97577 None 2.76.5 2.76 Supply of PPR Male Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092. 2.76.5 PPR Male Threaded TEE 32X1/2mm No 149.0 149.0 5.0 False None None False None False 745.0 0 1709772624000 1 None None Buildings Second floor Parapet wall 331796.93 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2952737 97578 None 2.5.2 2.5.2 Providing and laying in position Reinforced 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 Cum 6979.86 6979.86 2.196 False None None False None False 15327.77256 0 2952738 97578 None Addendum 1 70 percent FORMWORK FOR COLUMN: Providing and laying in position Reinforced 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 to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 4885.9 4885.9 2.196 False None None False None False 10729.4364 0 2952739 97578 None 2.11 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings Tonne 91246.14 91246.14 0.55 False None None False None False 50185.377 0 2952740 97578 None 2.1.4 2.1.4 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 complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6341.34 6341.34 0.99 False None None False None False 6277.9266 0 2952741 97578 None 6.2 6.2 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. Cum 8137.56 8137.56 12.26 False None None False None False 99766.4856 0 2952742 97578 None 8.8 8.8 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. Sqm 378.42 378.42 152.12 False None None False None False 57565.2504 0 2952743 97578 None 8.29 8.29 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² 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. Sqm 288.66 288.66 152.12 False None None False None False 43910.9592 0 2952744 97578 None 15.1 15.1 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. 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. Sqm 833.34 833.34 57.64 False None None False None False 48033.7176 0 1709772624000 0 None None Buildings SUMP TANK,SEPTIK TANK & SOAK PIT 603971.62 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2952745 97579 None 1.14.1 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 102.0 102.0 46.655 False None None False None False 4758.81 0 2952746 97579 None 6.4 6.4 Providing and Filling in foundation with granite I trap broken metal 1OOmm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. VOLUME 2 Cum 1593.0 1593.0 4.116 False None None False None False 6556.788 0 2952747 97579 None 2.1.3 2.1.3 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 complete 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 Cum 5989.0 5989.0 4.587 False None None False None False 27471.543 0 2952748 97579 None 6.2 6.2 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. Cum 7978.0 7978.0 1.6767 False None None False None False 13376.7126 0 2952749 97579 None 8.2.2 8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 279.0 279.0 68.1 False None None False None False 18999.9 0 2952750 97579 None 8.12 8.12 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. Sqm 64.0 64.0 68.1 False None None False None False 4358.4 0 2952751 97579 None 8.11 8.11 Providing Neat cement punning 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. Sqm 57.0 57.0 68.1 False None None False None False 3881.7 0 2952752 97579 None 2.5.1 2.5.1 Providing and laying in position Reinforced 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6630.0 6630.0 14.532 False None None False None False 96347.16 0 2952753 97579 None Addendum-1 FORMWORK FOR Sump & Septic Tank @ 35 % of the rate of above concrete item : Providing and laying in position Reinforced 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 to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 2320.5 2320.5 14.532 False None None False None False 33721.506 0 2952754 97579 None 2.11 a 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings Tonne 89457.0 89457.0 3.5 False None None False None False 313099.5 0 2952755 97579 None 18.3 18.3 Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. Each 1962.0 1962.0 2.0 False None None False None False 3924.0 0 2952756 97579 None 15.6 15.6 Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. Sqm 507.0 507.0 67.14 False None None False None False 34039.98 0 2952757 97579 None 17.1 17.1 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 Cum 1002.0 1002.0 2.355 False None None False None False 2359.71 0 2952758 97579 None A-38 vol 1 40 mm down size A-38 (volume 1) Cum 1190.0 1190.0 1.57 False None None False None False 1868.3 0 2952759 97579 None A-38 vol 1 20 mm down size A-38 (volume 1) Cum 1333.0 1333.0 1.57 False None None False None False 2092.81 0 2952760 97579 None 17.3 17.3 Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. (Volume 2) Cum 1192.0 1192.0 1.57 False None None False None False 1871.44 0 2952761 97579 None 17.13 17.13 Providing and laying 100mm thick side wall & bottom slab and of 600mm width for drain with opening using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 150mm spacing jointed in CM 1:3 proportion and nicely finished Including providing holes in the walls wherever necessary including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. m 5612.0 5612.0 6.28 False None None False None False 35243.36 0 1709772624000 1 None None Buildings SOUVENIR SHOP 2088143.8 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2952762 97580 None 1.12 1.12 Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds ofsoils & upto depth not exceeding 300mm as per drawing and technicalspecifications, including setting out, shoring, strutting,barricading,caution lights, removal of stumps and other deleterious matter includingdressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radiusof 50 m and lift upto 1.5 m including cost of labour, tools, usage ofmachinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth Cum 95.0 95.0 36.72 False None None False None False 3488.4 0 2952763 97580 None 1.14.1 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 102.0 102.0 142.36 False None None False None False 14520.72 0 2952764 97580 None 4.1 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. ( Vol.2, P.No.5,I.No.4.1) Sqm 118.0 118.0 134.06 False None None False None False 15819.08 0 2952765 97580 None 1.23 1.23 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. Cum 2682.0 2682.0 13.923 False None None False None False 37341.486 0 2952766 97580 None 2.1.3 2.1.3 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 complete 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 Cum 5989.0 5989.0 22.92 False None None False None False 137267.88 0 2952767 97580 None 2.2.3 2.2.3 Providing and laying in position Reinforced 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 Cum 6336.0 6336.0 12.78 False None None False None False 80974.08 0 2952768 97580 None Addendum 8 percent FORMWORK FOR FOOTING: Providing and laying in position Reinforced 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 to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 506.88 506.88 12.78 False None None False None False 6477.9264 0 2952769 97580 None 2.4.3 2.4.3 Providing and laying in position Reinforced 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 necesary, 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork to be paid separately) Cum 6336.0 6336.0 6.37 False None None False None False 40360.32 0 2952770 97580 None addendum 50percent FORMWORK FOR PLINTH BEAM: Providing and laying in position Reinforced 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 necesary, 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement to be paid separately) Cum 3168.0 3168.0 6.37 False None None False None False 20180.16 0 2952771 97580 None 2.5.2 2.5.2 Providing and laying in position Reinforced 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 Cum 6843.0 6843.0 4.37 False None None False None False 29903.91 0 2952772 97580 None addendum 70percent FORMWORK FOR COLUMN FROM FOOTING TO PLINTH TOP: Providing and laying in position Reinforced 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 necesary, 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement to be paid separately) Cum 4790.1 4790.1 4.37 False None None False None False 20932.737 0 2952773 97580 None 2.5.2 2.5.2 Providing and laying in position Reinforced 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 Cum 6843.0 6843.0 4.86 False None None False None False 33256.98 0 2952774 97580 None addendum 70per FORMWORK FOR COLUMN : Providing and laying in position Reinforced 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 to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 4790.1 4790.1 4.86 False None None False None False 23279.886 0 2952775 97580 None 2.5.2 2.5.2 Providing and laying in position Reinforced 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 Cum 6843.0 6843.0 10.57 False None None False None False 72330.51 0 2952776 97580 None addendum 60 percent FORMWORK FOR LINTEL, SLAB BEAM :Providing and laying in position Reinforced 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 necesary, 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement to be paid separately) Cum 4105.8 4105.8 10.57 False None None False None False 43398.306 0 2952777 97580 None 2.5.2 2.5.2 Providing and laying in position Reinforced 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 Cum 6843.0 6843.0 20.95 False None None False None False 143360.85 0 2952778 97580 None addendum 50 percent FORMWORK FOR SLAB : Providing and laying in position Reinforced 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 Cum 3421.5 3421.5 20.95 False None None False None False 71680.425 0 2952779 97580 None 5.4 5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6389.0 6389.0 26.89 False None None False None False 171800.21 0 2952780 97580 None 1.8 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 474.0 474.0 183.51 False None None False None False 86983.74 0 2952781 97580 None 2.11 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings Tonne 89457.0 89457.0 6.25 False None None False None False 559106.25 0 2952782 97580 None 2.1.4 2.1.4 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 complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6217.0 6217.0 0.093 False None None False None False 578.181 0 2952783 97580 None 11.34A 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kgs 168.0 168.0 56.7 False None None False None False 9525.6 0 2952784 97580 None 12.84 12.84 Providing & fixing of 2track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made (Volume 2 Page No 110 Item No. 12.84) Sqm 5023.0 5023.0 2.7 False None None False None False 13562.1 0 2952785 97580 None 8.3.1 8.3.1 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. Sqm 354.0 354.0 47.04 False None None False None False 16652.16 0 2952786 97580 None 8.8 8.8 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. Sqm 371.0 371.0 110.83 False None None False None False 41117.93 0 2952787 97580 None 8.1.1 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 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. Sqm 255.0 255.0 85.73 False None None False None False 21861.15 0 2952788 97580 None 8.51 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 100.0 100.0 196.33 False None None False None False 19633.0 0 2952789 97580 None 9.30 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 5328.0 5328.0 3.0 False None None False None False 15984.0 0 2952790 97580 None 9.21.2 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm Sqm 1238.0 1238.0 74.28 False None None False None False 91958.64 0 2952791 97580 None 8.63 8.63 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge. Sqm 82.0 82.0 196.33 False None None False None False 16099.06 0 2952792 97580 None 8.29 8.29 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² 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. Sqm 283.0 283.0 157.87 False None None False None False 44677.21 0 2952793 97580 None 8.34.3 8.34.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 50.0 50.0 2.7 False None None False None False 135.0 0 2952794 97580 None 8.40 8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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. Sqm 115.0 115.0 2.7 False None None False None False 310.5 0 2952795 97580 None 11.28 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, Kgs 565.0 565.0 20.8 False None None False None False 11752.0 0 2952796 97580 None 11.37.3 11.37.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 8 mm thickness (weight not less than 20 kg/ m²) including cost of materials, labour, usage charges of machinery complete as per specifications. Sqm 1305.0 1305.0 30.86 False None None False None False 40272.3 0 2952797 97580 None 12.49 12.49 Providing and fixing in position fully glazed shutters for ventilators side hung or central pivoted with Honne wood stiles and rails of 30mm thick 50mm wide and central divider of 30mm. wide, 3mm thick reeded glass fixed with wooden beading of size 10mm wide flushed to the thickness of the frame including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 6523.0 6523.0 5.92 False None None False None False 38616.16 0 2952798 97580 None 7.25.1 7.25.1. Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete. 6 mm thick Cement fiber board as per IS: 14862 Sqm 635.0 635.0 146.37 False None None False None False 92944.95 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1709772624000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1709772624000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by any State Government / Government of India /Union Territory. None 1709772624000 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 1709772624000 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 KPPP portal due to internet connectivity issues and technical glitches at bidders end. None 1709772624000 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 1709772624000 0 None None ELIGIBILITY Tender invited only for eligible contractors registered under Karnataka Public Works Dept None 1709772624000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1709772624000 0 None None ELIGIBILITY The Tenderer shall obtain the workdone certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer(District Level Officer)and scan the Original Certificate and attach the scanned file to the Bid. None 1709772624000 0 None None ELIGIBILITY Financial Year will be reckoned as the period between first day of April and Thiry first day of March of succeeding year(both days inclusive) None 1709772624000 0 None None ELIGIBILITY All the documents to be uploaded shall be neatly scanned and the documents scanned shall be in original. None 1709772624000 0 None None ELIGIBILITY The tenderer shall note that the scanned Documents can also be uploaded in the tasks created under Document/Evidence Required from the Bidder. None 1709772624000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason None 1709772624000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing e-procurement portal None 1709772624000 0 None None ELIGIBILITY Tenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 : Instructions to Tenderers (ITT), will only be considered for evaluation. None 1709772624000 0 None None ELIGIBILITY All materials required for the work shall be procured by the tenderer himself and should be got tested by the quality control authorities at his own cost before use on work. None 1709772624000 0 None None ELIGIBILITY The items quoted shall include cost of Royalty charges on constructive materials and other taxes as per the rates prevailing Govt Orders at the time of execution and including all the cost and conveyance of all materials, curing, loading and unloading with all lead and lifts, labour, hire charges of machinary and equipments, etc., complete and all incidental charges. All the items shall be executed as directed by the Engineer in charge of the work. None 1709772624000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders None 1709772624000 0 None None ELIGIBILITY All the Formats prescribed in the bid documents shall be filled in complete manner. ( section 3 & 4 of the bid document ) and shall be uploaded properly, signed by Tenderer . Necessary Certificates shall be uploaded along with the formats wherever required. General documents Section can be used for this purpose. None 1709772624000 0 None None ELIGIBILITY Physical quantities requirement to qualify the Tenderer is 80% of the estimated quantity as per Govt Order No. .PW/630/CRM/2014 Bangalore Dated: 17-11-2014 None 1709772624000 0 None None ELIGIBILITY Department will not supply any materials. None 1709772624000 0 None None ELIGIBILITY The cost of the Tender form shall not be refundable. None 1709772624000 0 None None ELIGIBILITY Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, PWP & IWT Dept Division Belagavi during office hours on all working days. It may be noted that if any of the dates mentioned above happened next working day will holds good in lieu of the dates mentioned. None 1709772624000 0 None None ELIGIBILITY The Tenderer must be present during opening of tender and submit uploaded documents duly attested by Gazzeted Officer not below the rank of Executive Engineer and also produce original documents for confirmation at the time of opening. None 1709772624000 0 None None ELIGIBILITY The contractor should employ only registered labours as per Govt. Circular No. PWD/198/BMS/2009/ Dated: 24-06-2009. As per EPF & MP act 1952 in respect of the employees engaged by or through contractors, agencies and contractors shall have provident fund code no. & all the contract employees deployed by them are enrolled as members of provident fund. None 1709772624000 0 None None ELIGIBILITY As per Karnataka State Govt Order No:LD/300/LET/2006/Bangalore Dt: 1-1-2007 and Govt Ltr No:PW/134/BMS/2007, Dt: 27-7-2007, a sum amounting to 1% of the bill amount will be deducted towards Construction Labour Welfare fund. None 1709772624000 0 None None ELIGIBILITY THE CONTRACTORS ARE INSTRUCTED TO SUBMIT ONLY RELEVENT INFORMATION WITH RECORDS AS REQUIRED AND SPECIFIED IN QUALIFICATION CRITERIA. ANY JUNK, SUPERFLUOS AND UNNECESARY DOCUMENTS IF UPLOADED WILL TREATED AS MISLEADING AND SUCH TENDERS ARE LIABLE TO BE REJECTED. None 1709772624000 0 None None ELIGIBILITY The Item Rate quoted shall include the Royalty Charges on construction materials and other taxes (excluding GST) as per prevailing Government Orders. None 1709772624000 0 None None ELIGIBILITY The item rates are excluding GST but inclusive of all other charges. None 1709772624000 0 None None ELIGIBILITY GST shall be paid to the tendered amount separately. None 1709772624000 0 None None ELIGIBILITY The Increase in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delays as determined by the authority while granting the extension of time. None 1709772624000 0 None None ELIGIBILITY Financial turover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24 in the Technical Qualification Criteria None 1709772624000 0 None None ELIGIBILITY The Project Completion period is 9(Nine) months and the Tenderer should maintain work during the defect liability period, which is (2)Two year after successful completion of the work. (including Monsoon). None 1709772624000 0 None None ELIGIBILITY The tenderer should be a KPWD registered Class-II and Above Contractor. None 1709772624000 0 None None ELIGIBILITY Unique Document Identification Number (UDIN) for Practicing Chartered Account is Preffered None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2018-19, 2019-20, 2020-21, 2021-22 and 2022-23 Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 496.13 Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None To qualify for award of this contract, each Tenderer in his name should have in the last five years 2018-19, 2019-20, 2020-21, 2021-22 and 2022-23 Satisfactorily completed, as prime contractor, at least one similar work such as Construction of Building Work of value not less than Rs. 124.03 Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e.2018-19, 2019-20, 2020-21,2021-22 and 2022-23 executed the following minimum quantities of work 1)Earthwork Excavation/Embankment/Plinth filling 1579.00 Cum, 2)Concrete Works including PCC / RCC 474.00 Cum, 3)BBM/SSM/CC Blocks/Similar Masonry work 278.00 Cum, 4)Plastering 3443.00 Sqm, 5)Laying of Tiles 902.91Sqm 6)Steel Reinforcement 41.86 Tonne Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None The EMD of Rs. 372100.00 shall be paid in full through e payment or in two parts i.e. part (1) Rs, 100,000.00 by e -payment Part (2) Rs. 272100.00 EMD shall be in the form of Bank Guarantee and shall be scanned and uploaded along with the technical Bid. The original Bank Guarantee should be handed over to the Executive Engineer before the prescribed date and time of opening of the Bids. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Bank Guarantee shall be scanned and uploaded along with the technical Bid 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 equal to (AxNx1.5 - B) A equal to Maximum value of civil engineering works executed in any one year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress. 0.750 Year where B equal to Value at 2023-24 price level, of existing commitments and on-going works to be completed during the next 0.750 Year form the probable date of Award of this contract. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Calculation Sheet on letter head None None None None Each Tenderer should further demonstrate- liquid assets and/or availability of credit facilities of not less than Rs.82.69 lakhs Credit lines/letter of credit/ certificates from the banks for meeting the fund requirement etc. (Enclosed with this NIT under Forms of Bid qualification information as per Govt. Circular No. FD-CAM/16/2022(P-2), dated. 22.08.2022) (estimated cash flow for 3 months of peak construction period) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Line of Credit 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 work is awarded Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Biodata of the personnel None None None None Assessed Tender Capacity shall be more than the Tendered Amount Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Assessment on the Letter Head of the Tenderer None None None None Availability by owning at least 50 percentage of the required / specified key and critical equipment for this work and b) the remaining 50 percentage can be deployed on lease/hire basis for all works provided, the relevant documents (commitment agreements etc.,)for availability for this work are to be furnished Machinery/Equipments 1)Excavator (Hydraulic Excavator/ Backhoe Loader) Hired 1 No.2)Tipper Own 2 Nos- Hired 2 Nos., 3)Self Loading Concrete Mixer with Weigh Batch/Transit mixer Own 1 No., 4)Centering Shuttering Materials Own 600 Sqm - Hired 600 Sqm,5)Water Tanker Hired 2 Nos. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Should scan and attach the requisite ownership documents/ hire/lease agreement with the Bid and original copies should produced before EE PWD Dn. None None None None Report on the financial standing of the Tenderer, such as profit and loss statements and auditors report for the last five years. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Auditors Report None None None None Constitutional and Legal Status of the Tenderer Others PWD Registration Certificate (Class I/II/III/IV) createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded Others Address proof, with declaration on Bidders letter head createdTs version createdDate modifiedDate documentName None None None None Others -- Address proof, with declaration on Bidders letter head None None None None Name and Address Telephone Nos. Fax Nos. and email ID of the Tenderers Bankers Others Information on the Letter Head of the tenderer createdTs version createdDate modifiedDate documentName None None None None Others -- Information on the Letter Head of the tenderer None None None None The 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 Others CPM/PERT chart createdTs version createdDate modifiedDate documentName None None None None Others -- CPM/PERT chart None None None None Unique Document Identification Number (UDIN) for Practicing Chartered Account is Preffered Others UDIN createdTs version createdDate modifiedDate documentName None None None None Others -- UDIN None None None None Information on works which are yet to be completed. Others Information in Format 5 and cerificate in format-3 createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format 5 and cerificate in format-3 None None None None Information of the works for which Tender acceptance letters are received. Others New works createdTs version createdDate modifiedDate documentName None None None None Others -- New works None None None None Information of the works for which Tenderer has submitted Tender Others Information in Format 7 createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format 7 None None None None Information on litigation in which the Tenderer is involved: Others Information in Format 10 createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format 10
tenderCriterionDocumentList	documentName optional documentTypeText Contractors KPWD Registration Certificate True Technical Bid Annual Turnover Certificate from CA from 2018-19 to 2022-23 True Technical Bid Work done certificate for similar nature of Work from Competant authority Rank of Executive Engineer & above True Technical Bid Qty wise work done certificate from competent authourity True Technical Bid Name and Address of Contractor for Communication True Technical Bid Liquid assets or availability of credit facilities Credit lines or letter of credit or certificates from the banks True Technical Bid UDIN is Preffered True Technical Bid List of ongoing works/ Works in Hand True Technical Bid Filled froms enclosed with NIT True Technical Bid Bid capacity on Letter head True Technical Bid Profit and Loss A/C Statement True Technical Bid tenderer should further demonstrate Availability of key equipment/ machinery for execution of the work True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1709772898000 version 0 createdDate None modifiedDate None blockNumber Executive Engineer, PWD Division office, Killa (Fort), Belagavi street None city Belagavi state Karnataka pin 590016
tenderRecallDTO	None