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noticeInvitingTenderDTO	createdTs 1717767452412 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 850.00 emd 67900.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 17-06-2024 16:30:00 tenderQueryClose 15-06-2024 11:00:00 technicalBidOpen 19-06-2024 16:45:00 publishedDate 09-06-2024 19:25:12 publishedByPost PWD_EE_DIV_BGV publishedByUser KPE12007 - S S SOBARAD bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson S S SOBARAD splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08312467103 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1717767452452 version 17 createdDate None modifiedDate None tenderNumber PWD/2024-25/BD/WORK_INDENT10932 title Construction of Two Class Room for Govt. Kannada Lower-Higher Primary School at Kanbargi in Belagavi Taluk of North Constituency of Belagavi. Dist. description Construction of Two Class Room for Govt. Kannada Lower-Higher Primary School at Kanbargi in Belagavi Taluk of North Constituency of Belagavi. Dist. category WORKS categoryText Works ecv 3394829.14 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1685 locationName PWD Division Office Belagavi provisionalAmount 3600000.0 groupOverheadTotal 0.0 fileNumber PWD/BGM/BD-Work/2024-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1717767452000 0 None None Buildings Estimate for Civil work Ground Floor 1445381.04 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3248676 112402 None Vol.1, P.No.8,I.No.1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter includingdressing 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 ofmachinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth ( Vol.1, P.No.8,I.No.1.12) Cum 117.71 117.71 26.15 False None None False None False 3078.1165 0 3248677 112402 None Vol.1, P.No.8,I.No.1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m ( Vol.1, P.No.8,I.No.1.14.1) Cum 126.38 126.38 87.44 False None None False None False 11050.6672 0 3248678 112402 None Vol.1, P.No.15,I.No.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. Formwork included and (The cost of steel reinforcement shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.15,I.No.2.1.3) Cum 7420.37 7420.37 10.3959 False None None False None False 77141.424483 0 3248679 112402 None Vol.2, P.No.5,I.No.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 20per E.C. / Lindane 20per E.C. at3.19 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 146.2 146.2 58.93 False None None False None False 8615.566 0 3248680 112402 None Vol.2, P.No.9,I.No.5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ( Vol.2, P.No.9,I.No.5.3) Cum 7688.0 7688.0 1.0982 False None None False None False 8442.9616 0 3248681 112402 None Volume 1 Page No 15- Item No 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 machinemixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour,Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Volume 1 Page No 15- Item No 2.2.3) Cum 7850.0 7850.0 13.314 False None None False None False 104514.9 0 3248682 112402 None Addendum I, Sl no. 1a Formwork for Sl no. 1(a), Page No 111, Foundation upto plinth at 8per(Addendum I, Sl no. 1a) Cum 373.82 373.82 13.31 False None None False None False 4975.5442 0 3248683 112402 None Vol.1, P.No.17, I.No.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 appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates( Vol.1, P.No.17, I.No.2.4.3) Cum 7850.3 7850.3 7.198 False None None False None False 56506.4594 0 3248684 112402 None Addendum I, Sl no. 1a Formwork for Sl no. 1(a), Page No 111, Foundation upto plinth at 8per (Addendum I, Sl no. 1a) Cum 971.94 971.94 1.7285 False None None False None False 1679.99829 0 3248685 112402 None Addendum I, Sl no:-2 Formwork for Sl no:-2, Page No 111, Plinth beams of Buildings at 50per (Addendum I, Sl no:-2) Cum 4112.06 4112.06 5.4695 False None None False None False 22490.91217 0 3248686 112402 None Vol.1,P.No.7, I.No.1.9 Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ( Vol.1,P.No.7, I.No.1.9) Cum 329.57 329.57 102.286 False None None False None False 33710.39702 0 3248687 112402 None Vol.1, P.No.11,I.No.1.23 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications.(Vol.1, P.No.11,I.No.1.23) Cum 3323.0 3323.0 10.6965 False None None False None False 35544.4695 0 3248688 112402 None Vol.1, P.No.16,I.No.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. Formwork included and (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16,I.No.2.5.2) Cum 8478.48 8478.48 13.804 False None None False None False 117036.93792 0 3248689 112402 None Addendum I, Sl no. 9 Formwork for Sl no:- 9, Page No 111, Columns at 70per (Addendum I, Sl no. 9) Cum 6056.06 6056.06 2.7324 False None None False None False 16547.578344 0 3248690 112402 None Addendum I, Sl no. 14 Formwork for Sl no:- 14, Page No 111, Beams & Lintels of buildings at 60per (Addendum I, Sl no. 14) Cum 5248.58 5248.58 3.5437 False None None False None False 18599.392946 0 3248691 112402 None Addendum I, Sl no. 15 Formwork for Sl no:- 15, Page No 111, Roof slab of buildings at 50per (Addendum I, Sl no. 15) Cum 4441.11 4441.11 7.3659 False None None False None False 32712.772149 0 3248692 112402 None Addendum I, Sl no. 19 Formwork for Sl no:- 19, Page No 111, Chejjas & Canopy at 45per (Addendum I, Sl no. 19) Cum 4037.37 4037.37 0.162 False None None False None False 654.05394 0 3248693 112402 None Vol.1, P.No.16, I.No.2.4.1 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 appurtenances required to complete the work as per technical specifications. Formwork included and (The cost of steel reinforcement to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16, I.No.2.4.1) Cum 7934.56 7934.56 3.5139 False None None False None False 27881.250384 0 3248694 112402 None Vol.1, P.No.18,I.No.2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. (Vol.1, P.No.18,I.No.2.11(a)) Tonne 110837.22 110837.22 2.9047 False None None False None False 321948.872934 0 3248695 112402 None Volume 2 Page No 14 Item No. 6.8 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.(Volume 2 Page No 14 Item No. 6.8) Cum 9873.59 9873.59 12.2418 False None None False None False 120870.514062 0 3248696 112402 None Volume 2 Page No 99 Item No 12.12 12.12 Providing Mathi/Nandi wood 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 (Volume 2 Page No 99 Item No 12.12) Cum 153886.28 153886.28 0.105 False None None False None False 16158.0594 0 3248697 112402 None Volume 2 Page No 105 Item No 12.57.8 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- 40 mm thick one side teak and one side commercial.(Volume 2 Page No 105 Item No 12.57.8) Sqm 5327.7 5327.7 5.04 False None None False None False 26851.608 0 3248698 112402 None Volume 2 Page No 64 Item No. 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. (Volume 2 Page No 64 Item No. 9.30) Sqm 6601.39 6601.39 0.966 False None None False None False 6376.94274 0 3248699 112402 None Volume 2 Page No 69 Item No. 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. (Volume 2 Page No 69 Item No. 10.2) m 406.39 406.39 4.2 False None None False None False 1706.838 0 3248700 112402 None Volume 2 Page No 108 Item No. 12.84 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 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 108 Item No. 12.84) Sqm 6223.5 6223.5 5.04 False None None False None False 31366.44 0 3248701 112402 None Volume 2 Material component S.No.394, P.No. A-24 Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm (Volume 2 Material component S.No.394, P.No. A-24) Sqm 346.92 346.92 8.01 False None None False None False 2778.8292 0 3248702 112402 None Volume 2 Page No 86 Item No 11.31 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In charge including cost of materials, labour, usage charges of machinery complete as per specifications.. (Volume 2 Page No 86 Item No 11.31) Kgs 142.49 142.49 74.25 False None None False None False 10579.8825 0 3248703 112402 None Volume 2 Page No 85 Item No 11.30.1 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge (Volume 2 Page No 85 Item No 11.30.1) Sqm 1129.97 1129.97 2.97 False None None False None False 3356.0109 0 3248704 112402 None Vol.2, P.No.86, I.No.11.34B Providing and fixing M.S. grills of required pattern in frames of win dows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc (Vol.2, P.No.86, I.No.11.34B) Kgs 226.74 226.74 90.72 False None None False None False 20569.8528 0 3248705 112402 None Vol.2, P.No.61, I.No.9.17.2 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 per and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete Size of Tile 600x600 m (Vol.2, P.No.61, I.No.9.17.2) Sqm 1455.83 1455.83 56.05 False None None False None False 81599.2715 0 3248706 112402 None Vol.2, P.No.41, I.No.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 (Vol.2, P.No.41, I.No.8.1.1) Sqm 315.95 315.95 69.634 False None None False None False 22000.8623 0 3248707 112402 None Vol.2, P.No.50, I.No.8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (Vol.2, P.No.50, I.No.8.51) Sqm 123.9 123.9 109.29 False None None False None False 13541.031 0 3248708 112402 None Vol.2, P.No.42, I.No.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.(Vol.2, P.No.42, I.No.8.8 ) Sqm 459.67 459.67 115.856 False None None False None False 53255.52752 0 3248709 112402 None Vol.2, P.No.64, I.No.9.36 Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. (Vol.2, P.No.64, I.No.9.36) Sqm 2044.35 2044.35 8.31 False None None False None False 16988.5485 0 3248710 112402 None Vol.2, P.No.47, I.No.8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied at 0.80 ltr/10 sqm of approved brand and manufacture 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 (Vol.2, P.No.47, I.No.8.33.3) Sqm 172.22 172.22 8.01 False None None False None False 1379.4822 0 3248711 112402 None Vol.2, P.No.46, I.No.8.32 Finishing walls with 100per Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied at 0.90 litre/10 sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Vol.2, P.No.46, I.No.8.32) Sqm 193.28 193.28 141.4345 False None None False None False 27336.46016 0 3248712 112402 None Vol.2, P.No.46, I.No.8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls at 1.25 ltr/10 sqm over and including one coat of Special primer applied at 0.75 ltr /10 sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Vol.2, P.No.46, I.No.8.33.1) Sqm 195.76 195.76 109.29 False None None False None False 21394.6104 0 3248713 112402 None Volume 2 Page No 104 Item No 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.(Volume 2 Page No 104 Item No 12.51) Nos 1258.82 1258.82 2.0 False None None False None False 2517.64 0 3248714 112402 None Vol.2, Page No-125, I.No.13.48 Providing and fixing on the wall face unplastisized rigid PVC rain water pipes confirmimg to IS:13592 Type A including jointing with seal ring confirmimg to IS:5382, leaving 10mm gap for thermal expansion, single socketed pipes 100mm diameter. ( Vol.2, Page No-125, I.No.13.48) m 360.55 360.55 7.4 False None None False None False 2668.07 0 3248715 112402 None Vol.2, P.No.84, I.No.11.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge. (Vol.2, P.No.84, I.No.11.26.1) Kgs 170.98 170.98 177.66 False None None False None False 30376.3068 0 3248716 112402 None Rate Approved vide SE Ltr No Dtd Providing and fixing Green board for class room (Quotation rate) Each 10080.5 10080.5 1.0 False None None False None False 10080.5 0 3248717 112402 None Vol.2, P.No.200, I.No.20.34.1 Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete.125x70x4 mm (ordinary type) (Vol.2, P.No.200, I.No.20.34.1) Each 210.63 210.63 8.0 False None None False None False 1685.04 0 3248718 112402 None Vol.2, P.No.A-25, S.No.444 Hold fasts (Vol.2, P.No.A-25, S.No.444) Each 61.95 61.95 12.0 False None None False None False 743.4 0 3248719 112402 None Vol.2, P.No.107, I.No.12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 125mm (Vol.2, P.No.107, I.No.12.73.1) Each 54.52 54.52 4.0 False None None False None False 218.08 0 3248720 112402 None Vol.2, P.No.105, I.No.12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.(Vol.2, P.No.105, I.No.12.60) Each 1303.43 1303.43 2.0 False None None False None False 2606.86 0 3248721 112402 None Vol.2, P.No.105, I.No.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 (Vol.2, P.No.105, I.No.12.63) Each 161.07 161.07 2.0 False None None False None False 322.14 0 3248722 112402 None Vol.2, P.No.44 , I.No.8.16a 8.83 Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixing chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials, labour, providing and removing form work HOM of machineries, curing, complete as per specifications. (Vol.2, P.No.44 , I.No.8.16(a)) Sqm 1533.88 1533.88 7.272 False None None False None False 11154.37536 0 3248723 112402 None Vol.2, P.No.55, I.No.8.84 Providing wall black boards in 12mm thick with CM 1:3 and applied with primer & two coats of acrylic emulsion black paint including finishing etc.,complete. (Vol.2, P.No.55, I.No.8.84) Sqm 588.53 588.53 3.0 False None None False None False 1765.59 0 1717767452000 0 None None Buildings Estimate for Civil work First Floor 1271686.97 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3248724 112403 None Vol.1, P.No.11,I.No.1.23 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications.(Vol.1, P.No.11,I.No.1.23) Cum 3356.23 3356.23 0.225 False None None False None False 755.15175 0 3248725 112403 None Vol.1, P.No.16,I.No.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. Formwork included and (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16,I.No.2.5.2) Cum 8563.26 8563.26 20.4774 False None None False None False 175353.300324 0 3248726 112403 None Addendum I, Sl no. 9 Formwork for Sl no:- 9, Page No 111, Columns at 70per (Addendum I, Sl no. 9) Cum 5994.28 5994.28 3.9882 False None None False None False 23906.387496 0 3248727 112403 None Addendum I, Sl no. 14 Formwork for Sl no:- 14, Page No 111, Beams & Lintels of buildings at 60per (Addendum I, Sl no. 14) Cum 5137.96 5137.96 5.3955 False None None False None False 27721.86318 0 3248728 112403 None Addendum I, Sl no. 15 Formwork for Sl no:- 15, Page No 111, Roof slab of buildings at 50per (Addendum I, Sl no. 15) Cum 4281.63 4281.63 9.3477 False None None False None False 40023.392751 0 3248729 112403 None Addendum I, Sl no. 19 Formwork for Sl no:- 19, Page No 111, Chejjas & Canopy at 45per (Addendum I, Sl no. 19) Cum 3853.47 3853.47 0.162 False None None False None False 624.26214 0 3248730 112403 None Vol.1, P.No.16, I.No.2.4.1 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 appurtenances required to complete the work as per technical specifications. Formwork included and (The cost of steel reinforcement to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16, I.No.2.4.1) Cum 8013.9 8013.9 1.4414 False None None False None False 11551.23546 0 3248731 112403 None Vol.1, P.No.18,I.No.2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. (Vol.1, P.No.18,I.No.2.11(a)) Tonne 111945.6 111945.6 2.3948 False None None False None False 268087.32288 0 3248732 112403 None Volume 2 Page No 14 Item No. 6.8 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.(Volume 2 Page No 14 Item No. 6.8) Cum 9972.33 9972.33 16.0147 False None None False None False 159703.873251 0 3248733 112403 None Volume 2 Page No 99 Item No 12.12 12.12 Providing Mathi/Nandi wood 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 (Volume 2 Page No 99 Item No 12.12) Cum 155425.14 155425.14 0.105 False None None False None False 16319.6397 0 3248734 112403 None Volume 2 Page No 105 Item No 12.57.8 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- 40 mm thick one side teak and one side commercial.(Volume 2 Page No 105 Item No 12.57.8) Sqm 5380.98 5380.98 5.04 False None None False None False 27120.1392 0 3248735 112403 None Volume 2 Page No 64 Item No. 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. (Volume 2 Page No 64 Item No. 9.30) Sqm 6667.41 6667.41 0.966 False None None False None False 6440.71806 0 3248736 112403 None Volume 2 Page No 69 Item No. 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. (Volume 2 Page No 69 Item No. 10.2) m 410.46 410.46 4.2 False None None False None False 1723.932 0 3248737 112403 None Volume 2 Page No 108 Item No. 12.84 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 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 108 Item No. 12.84) Sqm 6285.73 6285.73 5.04 False None None False None False 31680.0792 0 3248738 112403 None Volume 2 Material component S.No.394, P.No. A-24 Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm (Volume 2 Material component S.No.394, P.No. A-24) Sqm 350.39 350.39 8.01 False None None False None False 2806.6239 0 3248739 112403 None Volume 2 Page No 86 Item No 11.31 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In charge including cost of materials, labour, usage charges of machinery complete as per specifications.. (Volume 2 Page No 86 Item No 11.31) Kgs 143.91 143.91 74.25 False None None False None False 10685.3175 0 3248740 112403 None Volume 2 Page No 85 Item No 11.30.1 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge (Volume 2 Page No 85 Item No 11.30.1) Sqm 1141.27 1141.27 2.97 False None None False None False 3389.5719 0 3248741 112403 None Vol.2, P.No.86, I.No.11.34B Providing and fixing M.S. grills of required pattern in frames of win dows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc (Vol.2, P.No.86, I.No.11.34B) Kgs 229.0 229.0 90.72 False None None False None False 20774.88 0 3248742 112403 None Vol.2, P.No.61, I.No.9.17.2 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 per and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete Size of Tile 600x600 m (Vol.2, P.No.61, I.No.9.17.2) Sqm 1470.38 1470.38 64.4798 False None None False None False 94809.808324 0 3248743 112403 None Vol.2, P.No.41, I.No.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 (Vol.2, P.No.41, I.No.8.1.1) Sqm 319.1 319.1 69.635 False None None False None False 22220.5285 0 3248744 112403 None Vol.2, P.No.50, I.No.8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (Vol.2, P.No.50, I.No.8.51) Sqm 125.14 125.14 109.29 False None None False None False 13676.5506 0 3248745 112403 None Vol.2, P.No.42, I.No.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.(Vol.2, P.No.42, I.No.8.8 ) Sqm 464.27 464.27 144.9364 False None None False None False 67289.622428 0 3248746 112403 None Vol.2, P.No.64, I.No.9.36 Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. (Vol.2, P.No.64, I.No.9.36) Sqm 2064.79 2064.79 21.735 False None None False None False 44878.21065 0 3248747 112403 None Vol.2, P.No.47, I.No.8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied at 0.80 ltr/10 sqm of approved brand and manufacture 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 (Vol.2, P.No.47, I.No.8.33.3) Sqm 173.94 173.94 8.01 False None None False None False 1393.2594 0 3248748 112403 None Vol.2, P.No.46, I.No.8.32 Finishing walls with 100per Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied at 0.90 litre/10 sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Vol.2, P.No.46, I.No.8.32) Sqm 195.22 195.22 193.99 False None None False None False 37870.7278 0 3248749 112403 None Vol.2, P.No.46, I.No.8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls at 1.25 ltr/10 sqm over and including one coat of Special primer applied at 0.75 ltr /10 sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Vol.2, P.No.46, I.No.8.33.1) Sqm 197.72 197.72 109.29 False None None False None False 21608.8188 0 3248750 112403 None Volume 2 Page No 104 Item No 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.(Volume 2 Page No 104 Item No 12.51) Nos 1271.41 1271.41 2.0 False None None False None False 2542.82 0 3248751 112403 None Vol.2, Page No-125, I.No.13.48 Providing and fixing on the wall face unplastisized rigid PVC rain water pipes confirmimg to IS:13592 Type A including jointing with seal ring confirmimg to IS:5382, leaving 10mm gap for thermal expansion, single socketed pipes 100mm diameter. ( Vol.2, Page No-125, I.No.13.48) m 364.15 364.15 7.4 False None None False None False 2694.71 0 3248752 112403 None Vol.2, P.No.84, I.No.11.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge. (Vol.2, P.No.84, I.No.11.26.1) Kgs 172.69 172.69 177.66 False None None False None False 30680.1054 0 3248753 112403 None Rate Approved vide SE Ltr No Dtd Providing and fixing Green board for class room (Quotation rate) Each 10181.31 10181.31 1.0 False None None False None False 10181.31 0 3248754 112403 None Vol.2, P.No.200, I.No.20.34.1 Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete.125x70x4 mm (ordinary type) (Vol.2, P.No.200, I.No.20.34.1) Each 200.6 200.6 8.0 False None None False None False 1604.8 0 3248755 112403 None Vol.2, P.No.A-25, S.No.444 Hold fasts (Vol.2, P.No.A-25, S.No.444) Each 59.0 59.0 12.0 False None None False None False 708.0 0 3248756 112403 None Vol.2, P.No.107, I.No.12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 125mm (Vol.2, P.No.107, I.No.12.73.1) Each 51.92 51.92 4.0 False None None False None False 207.68 0 3248757 112403 None Vol.2, P.No.105, I.No.12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.(Vol.2, P.No.105, I.No.12.60) Each 1241.36 1241.36 2.0 False None None False None False 2482.72 0 3248758 112403 None Vol.2, P.No.105, I.No.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 (Vol.2, P.No.105, I.No.12.63) Each 153.4 153.4 2.0 False None None False None False 306.8 0 3248759 112403 None Vol.2, P.No.44 , I.No.8.16a 8.83 Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixing chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials, labour, providing and removing form work HOM of machineries, curing, complete as per specifications. (Vol.2, P.No.44 , I.No.8.16(a)) Sqm 1549.22 1549.22 7.272 False None None False None False 11265.92784 0 3248760 112403 None Vol.2, P.No.149, I.No.15.1 Polyurethane based Single Component for New Surface 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 wa terproofing 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 @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the wa terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. (Vol.2, P.No.149, I.No.15.1) Sqm 1022.39 1022.39 72.9291 False None None False None False 74561.982549 0 3248761 112403 None Vol.2, P.No.55, I.No.8.84 Providing wall black boards in 12mm thick with CM 1:3 and applied with primer & two coats of acrylic emulsion black paint including finishing etc.,complete. (Vol.2, P.No.55, I.No.8.84) Sqm 678.3 678.3 3.0 False None None False None False 2034.9 0 1717767453000 0 None None Buildings Estimate for Staircase Ground Floor 573321.69 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3248762 112404 None Vol.1, P.No.8,I.No.1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m ( Vol.1, P.No.8,I.No.1.14.1) Cum 126.37 126.37 24.6307 False None None False None False 3112.581559 0 3248763 112404 None Vol.1, P.No.15,I.No.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. Formwork included and (The cost of steel reinforcement shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.15,I.No.2.1.3) Cum 7420.37 7420.37 3.3398 False None None False None False 24782.551726 0 3248764 112404 None Vol.2, P.No.5,I.No.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 20per E.C. / Lindane 20per E.C. at 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 146.2 146.2 22.5917 False None None False None False 3302.90654 0 3248765 112404 None Vol.2, P.No.9,I.No.5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ( Vol.2, P.No.9,I.No.5.3) Cum 6440.32 6440.32 3.9801 False None None False None False 25633.117632 0 3248766 112404 None Volume 1 Page No 17-Item No 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 machinemixed 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. Including centering shuttering form work excluding cost of steel reinforcement .2.2.1.1 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Volume 1 Page No 17-Item No 2.2.3) Cum 7850.3 7850.3 4.4377 False None None False None False 34837.27631 0 3248767 112404 None Addendum I, Sl no. 1a Formwark for Foundation upto Plinth at 8per (Addendum I, Sl no. 1a) Cum 628.02 628.02 4.4378 False None None False None False 2787.027156 0 3248768 112404 None Vol.1, P.No.16, I.No.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 appurtenances required to complete the work as per technical specifications. Formwork included (The cost of steel reinforcement to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates( Vol.1, P.No.16, I.No.2.4.3) Cum 7850.3 7850.3 1.6656 False None None False None False 13075.45968 0 3248769 112404 None Addendum I, Sl no. 1a Formwark for Foundation upto Plinth at 8per (Addendum I, Sl no. 1a) Cum 628.02 628.02 0.4795 False None None False None False 301.13559 0 3248770 112404 None Addendum I, Sl no:-2 Formwark for Plinth Beams of Buildings at 50per (Addendum I, Sl no:-2) Cum 3925.15 3925.15 1.1861 False None None False None False 4655.620415 0 3248771 112404 None Vol.1,P.No.7, I.No.1.9 Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ( Vol.1,P.No.7, I.No.1.9) Cum 329.57 329.57 26.8626 False None None False None False 8853.107082 0 3248772 112404 None Vol.1, P.No.11,I.No.1.23 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. (Vol.1, P.No.11,I.No.1.23) Cum 3322.99 3322.99 5.0107 False None None False None False 16650.505993 0 3248773 112404 None Vol.1, P.No.16,I.No.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. Formwork included and (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16,I.No.2.5.2) Cum 8478.47 8478.47 6.1146 False None None False None False 51842.452662 0 3248774 112404 None Addendum I, Sl no. 9 Formwark for Columns at 70per (Addendum I, Sl no. 9) Cum 5934.93 5934.93 0.8832 False None None False None False 5241.730176 0 3248775 112404 None Addendum I, Sl no. 14 Formwark for Lintels, Beams at 60per (Addendum I, Sl no. 14) Cum 5087.08 5087.08 3.6474 False None None False None False 18554.615592 0 3248776 112404 None Addendum I, Sl no. 15 Formwark for Roof Slab at 50Per (Addendum I, Sl no. 15) Cum 4239.23 4239.23 1.584 False None None False None False 6714.94032 0 3248777 112404 None Vol.1, P.No.18,I.No.2.11a Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (Vol.1, P.No.18,I.No.2.11(a)) Tonne 110837.22 110837.22 1.0573 False None None False None False 117188.192706 0 3248778 112404 None Vol.2, P.No.61, I.No.9.17.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 Per and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete Size of Tile 600x600 m (Vol.2, P.No.61, I.No.9.17.2) Sqm 1455.83 1455.83 6.8 False None None False None False 9899.644 0 3248779 112404 None Vol.2, P.No.64, I.No.9.36 Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. (Vol.2, P.No.64, I.No.9.36) Sqm 2044.35 2044.35 18.9 False None None False None False 38638.215 0 3248780 112404 None Vol.2, P.No.46, I.No.8.32 Finishing walls with 100per Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied at 0.90 litre/10 sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Vol.2, P.No.46, I.No.8.32) Sqm 193.28 193.28 23.4762 False None None False None False 4537.479936 0 3248781 112404 None Vol.2, P.No.84, I.No.11.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge. (Vol.2, P.No.84, I.No.11.26.1) Kgs 170.98 170.98 482.112 False None None False None False 82431.50976 0 3248782 112404 None Vol.2, P.No.44 , I.No.8.16a 8.83 Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixing chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials, labour, providing and removing form work HOM of machineries, curing, complete as per specifications. (Vol.2, P.No.44 , I.No.8.16a) Sqm 1533.88 1533.88 5.76 False None None False None False 8835.1488 0 3248783 112404 None P.No-82, I.No-11.16.2, vol-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. [P.No-82, I.No-11.16.2, vol-2 PWD SR for Buildings 2023-24 ] Kgs 182.13 182.13 416.7 False None None False None False 75893.571 0 3248784 112404 None P.No-26, I.No-7.38, vol-2 7.38 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 per) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. [P.No-26, I.No-7.38, vol-2 PWD SR for Buildings 2023-24 ] Sqm 703.75 703.75 22.1 False None None False None False 15552.875 0 1717767453000 0 None None Buildings For Electrical work 104439.44 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3248785 112405 None Part-III P No.3 IT No. 1.8.2 Supplying and fixing of PVC casing and capping on the wall or ceiling using necessary materials like bends, junction box, elbows, screws at an interval of 300 mm as required. (25mm) m 41.3 41.3 160.0 False None None False None False 6608.0 0 3248786 112405 None Part-III P No.5 IT No. 2.2.2 I. Point wiring using Copper wire with switch. 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 447.22 447.22 8.0 False None None False None False 3577.76 0 3248787 112405 None Part-III P No.5 IT No. 2.2.3 I. Point wiring using Copper wire with switch. 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 654.9 654.9 8.0 False None None False None False 5239.2 0 3248788 112405 None Part-III P No.5 IT No. 2.3.2 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 (1.5 mm2) Mtr 30.68 30.68 250.0 False None None False None False 7670.0 0 3248789 112405 None Part-III P No.5 IT No. 2.3.3 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 (2.5 mm2) Mtr 49.56 49.56 30.0 False None None False None False 1486.8 0 3248790 112405 None Part-III P No.5 IT No. 2.3.4 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 (4 mm2) Mtr 74.34 74.34 150.0 False None None False None False 11151.0 0 3248791 112405 None Part-III P No.8 IT No. 3.4.2 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (3 Way) Each 187.62 187.62 6.0 False None None False None False 1125.72 0 3248792 112405 None Part-III P No.8 IT No. 3.4.5 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (8 Way) Each 307.98 307.98 2.0 False None None False None False 615.96 0 3248793 112405 None Part-III P No.8 IT No. 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 376.42 376.42 10.0 False None None False None False 3764.2 0 3248794 112405 None Part-III P No.8 IT No. 3.5.2 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. Group-A (3 Module) Each 189.98 189.98 6.0 False None None False None False 1139.88 0 3248795 112405 None Part-III P No.8 IT No. 3.5.5 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. Group-A (8 Module) Each 335.12 335.12 2.0 False None None False None False 670.24 0 3248796 112405 None Part-III P No.8 IT No. 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. Group-A (10-12 Module Each 405.92 405.92 4.0 False None None False None False 1623.68 0 3248797 112405 None Part-III P No.9 IT No. 3.6.1 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A One Way Switch Each 120.36 120.36 32.0 False None None False None False 3851.52 0 3248798 112405 None Part-III P No.9 IT No. 3.6.4 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator Two Module Each 421.26 421.26 4.0 False None None False None False 1685.04 0 3248799 112405 None Part-III P No.9 IT No. 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 212.4 212.4 12.0 False None None False None False 2548.8 0 3248800 112405 None Part-III P No.9 IT No. 3.6.9 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32A DP Switch Each 384.68 384.68 4.0 False None None False None False 1538.72 0 3248801 112405 None Part-III P No.9 IT No. 3.6.10 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6/16A Universal Socket Each 278.48 278.48 8.0 False None None False None False 2227.84 0 3248802 112405 None Part-III P No.9 IT No. 3.6.3 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Three Way socket Each 201.78 201.78 8.0 False None None False None False 1614.24 0 3248803 112405 None Part-III P No.43 IT No. 11.3.2 Supplying of feet -PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70prer lumen maintenance with CRI less 80. Power Input: 220-240Vat 50/60Hz & Power factor less 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 814.2 814.2 10.0 False None None False None False 8142.0 0 3248804 112405 None Part-III P No.14 IT No.5.7.2 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 32 A Each 284.38 284.38 2.0 False None None False None False 568.76 0 3248805 112405 None Part-III P No.17 IT No.5.18.1 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and C Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 A SP Each 489.7 489.7 2.0 False None None False None False 979.4 0 3248806 112405 None Part-III P No.17 IT No.5.18.4 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and C Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 A DP Each 872.02 872.02 2.0 False None None False None False 1744.04 0 3248807 112405 None Part-III P No.18 IT No.5.19.11 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 4 Way TP & N Each 4764.84 4764.84 2.0 False None None False None False 9529.68 0 3248808 112405 None Part-III P No.54 IT No. 12.56 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia Each 4141.8 4141.8 2.0 False None None False None False 8283.6 0 3248809 112405 None Part-III P No.30 IT No.6.3.1 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system. 48" Sweep (1200 mm) Regular model Each 3521.12 3521.12 4.0 False None None False None False 14084.48 0 3248810 112405 None Part-III P No.14 IT No.5.6.1 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. 8" x 6" x 1.5" Each 102.66 102.66 2.0 False None None False None False 205.32 0 3248811 112405 None Part-III P No.14 IT No.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 213.58 213.58 2.0 False None None False None False 427.16 0 3248812 112405 None Part-III P No.56 IT No. 13.7.1 Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps. On wall/ ceiling / Rafter / Girders Each 143.96 143.96 10.0 False None None False None False 1439.6 0 3248813 112405 None Part-III P No.57 IT No. 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 201.78 201.78 4.0 False None None False None False 807.12 0 3248814 112405 None Part-III P No.3 IT No. 1.9.1 Supplying PVC flexible conduit pipe.... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely. 20 mm Mtr 22.42 22.42 4.0 False None None False None False 89.68 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1717767453000 1 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1717767453000 1 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 1717767453000 1 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1717767453000 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 1717767453000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1717855624000 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 1717855631000 0 None None ELIGIBILITY Tender invited only for eligible contractors registered under Karnataka Public Works Dept None 1717855635000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1717855639000 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 1717855644000 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 1717855650000 0 None None ELIGIBILITY All the documents to be uploaded shall be neatly scanned and the documents scanned shall be in original. None 1717855655000 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 1717855660000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason None 1717855666000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing e-procurement portal None 1717855670000 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 1717855675000 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 1717855681000 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 1717855688000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders None 1717855692000 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 1717855697000 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 1717855701000 0 None None ELIGIBILITY Department will not supply any materials. None 1717855706000 0 None None ELIGIBILITY The cost of the Tender form shall not be refundable. None 1717855711000 0 None None ELIGIBILITY Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, PWD 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 1717855716000 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 1717855722000 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 1717855727000 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 1717855732000 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 1717855736000 0 None None ELIGIBILITY The Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government Orders. None 1717855742000 0 None None ELIGIBILITY The item rates are inclusive of all other charges. None 1717855747000 0 None None ELIGIBILITY Under this contract, the GST is included in the item wise basic rates, the rates quoted by the Contractor shall be deemed to be inclusive of GST. None 1717855752000 0 None None ELIGIBILITY The contractor shall quote the rates with adding GST for either materials, labours or works contract (Service). GST will not be paid separately to the contractor under this work. None 1717855757000 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 1717855762000 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 2024-25 in the Technical Qualification Criteria None 1717855767000 0 None None ELIGIBILITY The Project Completion period is 06 (Six) months and the Tenderer should maintain work during the defect liability period, which is (1) One year after successful completion of the work. (including Monsoon). None 1717855772000 0 None None ELIGIBILITY Appeal - As per the Govt. ltr no 572/CRM/2020/PWD-COMM-1-PWD-SEC, dated 09.10.2020 the Appeals received in e-procurement as per KTPP Act / Rules within the stipulated time will only be considered. Any written Appeal Received shall not be considered. None 1717855777000 0 None None ELIGIBILITY The tenderer should be a KPWD registered Class-IV and Above Contractor None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24 achieved in at least two financial years an average financial turnover of Rs.33.95 Lakhs (in all classes of civil engineering construction works only) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None The Tenderer shall obtain similar the workdone certificate Construction of Building Work within the financial years of 2019-20 to 2023-24 (50 Percent of the Amount Put to Tender) i.e., Rs.16.97 lakhs 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. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate 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 Total value of civl engineering works executed and payments received in the last five years (year-wise) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Statement of value of civl engineering works executed and payments received in the last five years (year-wise) None None None None List of existing commitments and ongoing works Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Formats enclosed with this NIT None None None None List of works for which tenders already submitted Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Formats enclosed with this NIT 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 (AxNx2.5 - B) A equal to Maximum value of civil engineering works executed in any one year during the last five years (updated to 2024-25 price level) taking into account the completed as well as works in progress. 0.50 Year where B equal to Value at 2024-25 price level, of existing commitments and on-going works to be completed during the next 0.50 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 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 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 The tenderer should be a KPWD registered Class-III and Above Contractor Others PWD Registration Certificate createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None Name and Address Telephone Nos. Fax Nos. and email ID of the Tenderers and Bankers Others Bankers Address createdTs version createdDate modifiedDate documentName None None None None Others -- Information on the Letter Head of the tenderer None None None None The EMD of Rs.67,900.00 shall be paid in full through e-payment in favour of Executive Engineer, PWD Belagavi Division, Belagavi Others EMD createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Through e-payment
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate from CA from 2019-20 to 2023-24 True Technical Bid The tenderer should be a KPWD registered Class-III and Above Contractor True Technical Bid Work done certificate for similar nature of Work from Competant authority Rank of Executive Engineer & above True Technical Bid Name and Address of Contractor for Communication True Technical Bid UDIN is Preffered True Technical Bid List of ongoing works/ Works in Hand True Technical Bid Bid capacity on Letter head True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None