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tenderFee5000.00
emd285000.00
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publishedDate09-07-2024 19:03:58
publishedByPostGCOIE_SEC_GAD
publishedByUserKPE21080 - NAGAPPA NARAYANAPPA PAPLE
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tenderNumberGCOIE/2024-25/BD/WORK_INDENT1/CALL-2
titleCONSTRUCTION OF TIRANAGA PARK EXHIBITION CENTER AND DELHI HAAT IN GADAG TOWN OF GADAG CO-OPERATIVE INDUSTRIAL ESTATE LIMITED IN GADAG DISTRICT.
descriptionCONSTRUCTION OF TIRANAGA PARK EXHIBITION CENTER AND DELHI HAAT IN GADAG TOWN OF GADAG CO-OPERATIVE INDUSTRIAL ESTATE LIMITED IN GADAG DISTRICT.
categoryWORKS
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statusPUBLISHED
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locationNameThe Gadag Co-Operative Industrial Estate Ltd Gadag
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17204411020001NoneNoneBuildingsCONSTRUCTION OF TIRANAGA PARK EXHIBITION CENTER AND DELHI HAAT IN GADAG TOWN OF GADAG CO-OPERATIVE INDUSTRIAL ESTATE LIMITED IN GADAG DISTRICT.24146004.3
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3484460124556None1.14.1Earth 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(PWD SR 2023-24,Vol-1,item no-1.14.1 ,Page-8) Cum105.06105.06233.3097FalseNoneNoneFalseNoneFalse24511.5170820
3484461124556None1.9Filling 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.(PWD SR 2023-24,Vol-1, item no-1.9 ,Page-7) Cum273.98273.98637.4806FalseNoneNoneFalseNoneFalse174656.9347880
3484462124556None3.1Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work(PWD SR 2023-24,Vol-3, item no-3.1 ,Page-17) Cum87.5587.55233.3097FalseNoneNoneFalseNoneFalse20426.2642350
3484463124556None5.2Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)(PWD CSR 2023-24,Volume-2 It No 5.2 page no 9)Cum6816.546816.5440.4014FalseNoneNoneFalseNoneFalse275397.7591560
3484464124556None11.45Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification Pile dia 500mm (PWD SR 2023-24,Vol-3, item no-11.45 ,Page-3) m4496.984496.98290.0FalseNoneNoneFalseNoneFalse1304124.20
3484465124556None2.1.4Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates(SR 2023-24,Vol-1,item no-2.1.4 Page-15) Cum6403.516403.51108.59FalseNoneNoneFalseNoneFalse695357.15090
3484466124556None2.4.3Providing 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(PWD SR 2023-24,Vol-1,item no-2.4.3 Page-16) Cum6526.086526.0886.16FalseNoneNoneFalseNoneFalse562287.05280
3484467124556None2.3.2Providing and laying in Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separatelyM25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates)(SR 2023-24,Vol-1,item no-2.3.2,Page-16) Cum6674.46674.461.02FalseNoneNoneFalseNoneFalse407271.8880
3484468124556None2.5.2Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water w orks, 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 (PWD SR 2023-24,Vol-1,item no-2.5.2,Page-17) Ground floor Cum7048.297048.29192.84FalseNoneNoneFalseNoneFalse1359192.24360
3484469124556None2.5.2Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water w orks, 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 (PWD SR 2023-24,Vol-1,item no-2.5.2,Page-17) First Floor Cum7118.337118.3341.39FalseNoneNoneFalseNoneFalse294627.67870
3484470124556NoneAppendix-1Additionalities for Formwork,centering,Scaffolding on percentage on finished rate of concrete per m3 @8% for isolated footings(PWD SR 2023-24,Vol-1,Appendix-1,Page-111) Cum522.09522.0954.42FalseNoneNoneFalseNoneFalse28412.13780
3484471124556NoneAppendix-1Additionalities for Formwork,centering,Scaffolding on percentage on finished rate of concrete per m3 @70% for columns(PWD SR 2023-24,Vol-1,Appendix-1,Page-111) Ground Floor Cum4933.84933.839.0FalseNoneNoneFalseNoneFalse192418.20
3484472124556NoneAppendix-1Additionalities for Formwork,centering,Scaffolding on percentage on finished rate of concrete per m3 @70% for columns(PWD SR 2023-24,Vol-1,Appendix-1,Page-111) Frist floor Cum4983.144983.1419.31FalseNoneNoneFalseNoneFalse96224.43340
3484473124556NoneAppendix-1Additionalities for Formwork,centering,Scaffolding on percentage on finished rate of concrete per m3 @50% for plinth beams(PWD SR 2023-24,Vol-1,Appendix-1,Page-111) Cum3254.153254.1519.07FalseNoneNoneFalseNoneFalse62056.64050
3484474124556NoneAppendix-1Additionalities for Formwork,centering,Scaffolding on percentage on finished rate of concrete per m3 @60% for beams(PWD SR 2023-24,Vol-1,Appendix-1,Page-111) Ground floor Cum4228.974228.9760.11FalseNoneNoneFalseNoneFalse254203.38670
3484475124556NoneAppendix-1Additionalities for Formwork,centering,Scaffolding on percentage on finished rate of concrete per m3 @60% for beams(PWD SR 2023-24,Vol-1,Appendix-1,Page-111) Frist floor Cum4271.264271.268.36FalseNoneNoneFalseNoneFalse35707.73360
3484476124556NoneAppendix-1Additionalities for Formwork,centering,Scaffolding on percentage on finished rate of concrete per m3 @50% for Slabs (PWD SR 2023-24,Vol-1,Appendix-1,Page-111) Ground Floor Cum3524.153524.1586.57FalseNoneNoneFalseNoneFalse305085.66550
3484477124556NoneAppendix-1Additionalities for Formwork,centering,Scaffolding on percentage on finished rate of concrete per m3 @50% for Slabs (PWD SR 2023-24,Vol-1,Appendix-1,Page-111) First Floor Cum3559.393559.397.29FalseNoneNoneFalseNoneFalse25947.95310
3484478124556NoneAppendix-1Additionalities for Formwork,centering,Scaffolding on percentage on finished rate of concrete per m3 @45% for Chajja (PWD SR 2023-24,Vol-1,Appendix-1,Page-111) Ground Floor Cum3171.733171.733.111FalseNoneNoneFalseNoneFalse9867.252030
3484479124556NoneAppendix-1Additionalities for Formwork,centering,Scaffolding on percentage on finished rate of concrete per m3 @45% for Chajja (PWD SR 2023-24,Vol-1,Appendix-1,Page-111) First Floor Cum3203.453203.454.249FalseNoneNoneFalseNoneFalse13611.459050
3484480124556NoneAppendix-1Additionalities for Formwork,centering,Scaffolding on percentage on finished rate of concrete per m3 @60% for Lintel beams (PWD SR 2023-24,Vol-1,Appendix-1,Page-111) Ground Floor Cum4228.974228.976.21FalseNoneNoneFalseNoneFalse26261.90370
3484481124556NoneAppendix-1Additionalities for Formwork,centering,Scaffolding on percentage on finished rate of concrete per m3 @60% for Lintel beams (PWD SR 2023-24,Vol-1,Appendix-1,Page-111) First Floor Cum4271.264271.262.18FalseNoneNoneFalseNoneFalse9311.34680
3484482124556None2.11(a)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 (The laps and wastages shall not be measured separately)(PWD CSR 2023-24,Volume-1 It No 2.11(a) page no 18) Ground Floor Tonne92140.7192140.7157.178FalseNoneNoneFalseNoneFalse5268421.516380
3484483124556None2.11(a)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 (The laps and wastages shall not be measured separately)(PWD CSR 2023-24,Volume-1 It No 2.11(a) page no 18) First Floor Tonne93062.5693062.566.865FalseNoneNoneFalseNoneFalse638874.47440
3484484124556None6.32Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(PWD CSR 2023-24,Volume-2 It No 6.32 page no 17) Ground Floor Sqm1349.31349.3601.71FalseNoneNoneFalseNoneFalse811887.3030
3484485124556None6.32Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(PWD CSR 2023-24,Volume-2 It No 6.32 page no 17) First Floor Sqm1362.691362.69269.04FalseNoneNoneFalseNoneFalse366618.11760
3484486124556None6.33Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(PWD CSR 2023-24,Volume-2 It No 6.33 page no 17) Sqm1137.121137.1274.76FalseNoneNoneFalseNoneFalse85011.09120
3484487124556None11.34BProviding and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.(PWD CSR 2023-24,Volume-2 It No 11.34B page no 86) Ground Floor Kg188.0188.0394.0FalseNoneNoneFalseNoneFalse74072.00
3484488124556None11.34BProviding and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.(PWD CSR 2023-24,Volume-2 It No 11.34B page no 86) First Floor Kg190.37190.371339.38FalseNoneNoneFalseNoneFalse254977.77060
3484489124556None11.28Providing 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 theside 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, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(PWD CSR 2023-24,Volume-2 It No 11.28 page no 85) Kg581.95581.95345.87FalseNoneNoneFalseNoneFalse201279.04650
3484490124556None18.3Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, TP, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured(PWD CSR 2023-24,Volume-2 It No 18.7 page no 184) Ground FloorSqm8190.568190.5660.48FalseNoneNoneFalseNoneFalse495365.06880
3484491124556None18.3Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured(PWD CSR 2023-24,Volume-2 It No 18.7 page no 184) First Floor Sqm8272.478272.477.56FalseNoneNoneFalseNoneFalse62539.87320
3484492124556None11.52Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to be paid separately) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(PWD CSR 2023-24,Volume-2 It No 11.52 page no 94) Sqm4863.664863.6621.6FalseNoneNoneFalseNoneFalse105055.0560
3484493124556None12.85Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame.The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass.Wall thickness of frame shall be 2mm Maximum possible size 1000mm 1000mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(PWD CSR 2023-24,Volume-2 It No 12.85 page no 109)Sqm5890.575890.573.78FalseNoneNoneFalseNoneFalse22266.35460
3484494124556None12.9Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(PWD CSR 2023-24,Volume-2 It No 12.90 page no 110) Ground Floor Sqm6936.026936.0215.0FalseNoneNoneFalseNoneFalse104040.30
3484495124556None12.9Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(PWD CSR 2023-24,Volume-2 It No 12.90 page no 110)First Floor Sqm7005.387005.3845.0FalseNoneNoneFalseNoneFalse315242.10
3484496124556None12.11Providing Honne 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.(PWD CSR 2023-24,Volume-2 It No 12.11 page no 99) Cum142216.22142216.220.549FalseNoneNoneFalseNoneFalse78076.704780
3484497124556None12.57.5Providing 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 spcificationdo- 35 mm thick one side teak and one side commercial(PWD CSR 2023-24,Volume-2 It No 12.57.5 page no 105) Sqm4013.914013.9114.88FalseNoneNoneFalseNoneFalse59726.98080
3484498124556None18.3Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape asrequired and specified, comprising of an outer heatstrengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor.(Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of glass on face 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face 2, 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.(PWD CSR 2023-24,Volume-2 It No 18.3 page no 183) Sqm3134.293134.292.4FalseNoneNoneFalseNoneFalse7522.2960
3484499124556None12.51Fixing 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.(PWD CSR 2023-24,Volume-2 It No 12.51 page no 104) Sqm1046.481046.486.0FalseNoneNoneFalseNoneFalse6278.880
3484500124556None12.54Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge(PWD CSR 2023-24,Volume-2 It No 12.54 page no 104) m327.54327.5454.0FalseNoneNoneFalseNoneFalse17687.160
3484501124556None12.55.1Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges.do- with both side prelam (PWD CSR 2023-24,Volume-2 It No 12.55.1 page no 104) Sqm2436.982436.9817.2FalseNoneNoneFalseNoneFalse41916.0560
3484502124556None11.4Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge (PWD CSR 2023-24,Volume-2 It No 11.4 page no 77). Sqm5377.635377.632.4FalseNoneNoneFalseNoneFalse12906.3120
3484503124556None15.1Providing 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. Thewaterproofing 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 waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. (PWD CSR 2023-24,Volume-2 It No 15.1 page no 149). Sqm841.51841.51160.325FalseNoneNoneFalseNoneFalse134915.090750
3484504124556None11.2Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions ofthe Engineer-in-Charge.PWD CSR-2023-24 Volume 2,Item No 11.2 page no 75) Kg116.39116.396090.88FalseNoneNoneFalseNoneFalse708917.52320
3484505124556None7.1.1Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge, 0.63 mm thick with zinc coating not less than 275 g/ m² .PWD CSR Volume 2,Item No 7.1.1 page no 26) Sqm905.37905.37523.102FalseNoneNoneFalseNoneFalse473600.857740
3484506124556None9.24Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent(PWD CSR 2023-24,Volume-2 It No 9.24, page no 63). Sqm2937.562937.56537.375FalseNoneNoneFalseNoneFalse1578571.3050
3484507124556None9.17.5Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete(PWD CSR 2023-24,Volume-2 It No 9.17.5, page no 61). Ground Floor Sqm1382.321382.32137.461FalseNoneNoneFalseNoneFalse190015.089520
3484508124556None9.17.5Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete(PWD CSR 2023-24,Volume-2 It No 9.17.5, page no 61). First Floor Sqm1398.161398.16542.223FalseNoneNoneFalseNoneFalse758114.509680
3484509124556None9.1Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2 including pointing in white cement mixed with pigment of matching shade complete.(PWD CSR 2023-24,Volume-2 It No 9.10, page no 60). Sqm1139.181139.1852.3055FalseNoneNoneFalseNoneFalse59585.379490
3484510124556None9.39 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.(PWD CSR 2023-24,Volume-2 It No 9.39, page no 65). Sqm1492.471492.47223.956FalseNoneNoneFalseNoneFalse334247.611320
3484511124556None10.1.2Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 m2 (PWD CSR 2023-24,Volume-2 It No 10.1.2, page no 69). Sqm4055.114055.1110.605FalseNoneNoneFalseNoneFalse43004.441550
3484512124556None10.19Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 1:3 (1 cement : 3 coarse sand) proportion with a coat of rough plastering using CM 1:4 (1 cement : 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification.(PWD CSR 2023-24,Volume-2 It No 10.19, page no 72). Sqm3715.213715.2115.275FalseNoneNoneFalseNoneFalse56749.832750
3484513124556None8.5.1Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:3 (1 cement: 3 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(PWD CSR 2023-24,Volume-2 It No 8.5.1, page no 42). Ground Floor Sqm376.98376.98917.693FalseNoneNoneFalseNoneFalse345951.907140
3484514124556None8.5.1Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:3 (1 cement: 3 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(PWD CSR 2023-24,Volume-2 It No 8.5.1, page no 42). First Floor Sqm380.75380.75341.124FalseNoneNoneFalseNoneFalse129882.9630
3484515124556None8.6.1Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 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(PWD CSR 2023-24,Volume-2 It No 8.6.1, page no 42) Sqm332.69332.69803.383FalseNoneNoneFalseNoneFalse267277.490270
3484516124556None8.9providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement 3 coarse sand) finished rough with sponge 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.(PWD CSR 2023-24,Volume-2 It No 8.9, page no 42) Ground Floor Sqm396.55396.55757.664FalseNoneNoneFalseNoneFalse300451.65920
3484517124556None8.9providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement 3 coarse sand) finished rough with sponge 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.(PWD CSR 2023-24,Volume-2 It No 8.9, page no 42) First Floor Sqm400.52400.52305.594FalseNoneNoneFalseNoneFalse122396.508880
3484518124556None8.51Providing 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.(PWD CSR 2023-24,Volume-2 It No 8.51, page no 50) Ground Floor Sqm103.0103.01721.08FalseNoneNoneFalseNoneFalse177271.240
3484519124556None8.51Providing 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.(PWD CSR 2023-24,Volume-2 It No 8.51, page no 50) First Floor Sqm104.03104.03341.124FalseNoneNoneFalseNoneFalse35487.129720
3484520124556None8.41painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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.(PWD CSR 2023-24,Volume-2 It No 8.41, page no 48) Ground Floor Sqm172.01172.01917.693FalseNoneNoneFalseNoneFalse157852.372930
3484521124556None8.41painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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.(PWD CSR 2023-24,Volume-2 It No 8.41, page no 48) First Floor Sqm173.73173.73341.124FalseNoneNoneFalseNoneFalse59263.472520
3484522124556None8.39Wall painting with acrylic emulsion 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.(PWD CSR 2023-24,Volume-2 It No 8.39, page no 48) Sqm130.81130.81803.383FalseNoneNoneFalseNoneFalse105090.530230
3484523124556None8.29Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L/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.(PWD CSR 2023-24,Volume-2 It No 8.29, page no 45) Ground Floor Sqm291.49291.49757.664FalseNoneNoneFalseNoneFalse220851.479360
3484524124556None8.29Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L/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.(PWD CSR 2023-24,Volume-2 It No 8.29, page no 45)First Floor Sqm294.4294.4305.594FalseNoneNoneFalseNoneFalse89966.87360
3484525124556None8.33.2Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(PWD CSR 2023-24,Volume-2 It No 8.33.2, page no 46) Sqm142.14142.1429.76FalseNoneNoneFalseNoneFalse4230.08640
3484526124556None8.33.3Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² 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(PWD CSR 2023-24,Volume-2 It No 8.33.3, page no 46) Ground Floor Sqm143.17143.1757.9FalseNoneNoneFalseNoneFalse8289.5430
3484527124556None8.33.3Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² 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(PWD CSR 2023-24,Volume-2 It No 8.33.3, page no 46) First Floor Sqm144.6144.6157.5FalseNoneNoneFalseNoneFalse22774.50
3484528124556None9.25Providing and laying 60mm thick factory made cement concrete paverblock of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge(PWD CSR 2023-24,Volume-2 It No 9.25, page no 63) Sqm824.0824.0414.586FalseNoneNoneFalseNoneFalse341618.8640
3484529124556None12.6Providing 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.(PWD CSR 2023-24,Volume-2 It No 12.60, page no 107) Nos1083.561083.5610.0FalseNoneNoneFalseNoneFalse10835.60
3484530124556None12.28Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete(PWD CSR 2023-24,Volume-2 It No 20.28, page no 176) Each243.08243.086.0FalseNoneNoneFalseNoneFalse1458.480
3484531124556None12.59Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.(PWD CSR 2023-24,Volume-2 It No 12.59, page no 105) Nos1147.421147.426.0FalseNoneNoneFalseNoneFalse6884.520
3484532124556None20.26.1Providing and fixing bright finished brass double acting spring hinges with necessary brass screws etc. complete :(PWD CSR 2023-24,Volume-2 It No 20.26.1, page no 176) Nos753.96753.9624.0FalseNoneNoneFalseNoneFalse18095.040
3484533124556None12.76Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :(PWD CSR 2023-24,Volume-2 It No 12.76, page no 109) Nos448.05448.0512.0FalseNoneNoneFalseNoneFalse5376.60
3484534124556None7.40.3Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ m2, both side inclusive) consisting of main ""T"" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross ""T"" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main ""T"" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross ""T"" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/ making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main ""T"" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. (PWD CSR 2021-22, Volume-II It No 7.40.3 Page No 28) Sqm2037.342037.34483.642FalseNoneNoneFalseNoneFalse985343.192280
3484535124556None14.3.1Providing 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(PWD CSR 2023-24, Volume-II It No 14.3.1 Page No 131) Nos6156.316156.3110.0FalseNoneNoneFalseNoneFalse61563.10
3484536124556None14.54.1Providing and fixing Angle cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class(PWD CSR 2023-24, Volume-II It No 14.54.1 Page No 139) Nos1975.541975.5410.0FalseNoneNoneFalseNoneFalse19755.40
3484537124556None13.2.1Providing and fixing brass bib cock of approved quality 15mm Nominal Bore(PWD CSR 2023-24, Volume-II It No 13.2.1 Page No 117) Nos294.58294.5860.0FalseNoneNoneFalseNoneFalse17674.80
3484538124556None14.7BProviding and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock(PWD CSR 2023-24, Volume-II It No 14.7B Page No 133) Nos2364.882364.8813.0FalseNoneNoneFalseNoneFalse30743.440
3484539124556None14.5.1Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required :(PWD CSR 2023-24, Volume-II It No 14.5.1 Page No 132) Nos8901.268901.263.0FalseNoneNoneFalseNoneFalse26703.780
3484540124556None13.34Providing 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.:(PWD CSR 2023-24, Volume-II It No 13.34 Page No 123) l9.279.2710000.0FalseNoneNoneFalseNoneFalse92700.00
3484541124556None13.34Providing 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.:(PWD CSR 2023-24, Volume-II It No 13.34 Page No 123) m327.54327.54500.0FalseNoneNoneFalseNoneFalse163770.00
3484542124556None13.12Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931(PWD CSR 2023-24, Volume-II It No 13.12 Page No 119) Nos654.05654.0522.0FalseNoneNoneFalseNoneFalse14389.10
3484543124556None13.50.8Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 80 mm nominal dia Pipes(PWD CSR 2023-24, Volume-II It No 13.50.8 Page No 125 m694.22694.22250.0FalseNoneNoneFalseNoneFalse173555.00
3484544124556None13.51Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay (non modular) bricks of class designation 3.5(PWD CSR 2023-24, Volume-II It No 13.51 Page No 125 Nos1757.181757.186.0FalseNoneNoneFalseNoneFalse10543.080
3484545124556NoneIt. No 1.2.2 Electrical Sr 2023-24 Page. No 1Supplying heavy gauge PVC conduit pipe. 8 suitable size bends, metal/PVC junction boxes, adhesive paste etc., and running before concreting .mm dia.mm thick confirming to IS 2509 with the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary25mm dia 2mm thick( It. No 1.2.2 Electrical Sr 2023-24 Page. No 1)Mtr80.3480.34500.0FalseNoneNoneFalseNoneFalse40170.00
3484546124556NoneIt. No 1.5.2 Electrical Sr 2023-24 Page. No 1Supplying and fixing PVC/metal conduit Deep junction box 25mm deep junction box( It. No 1.5.2 Electrical Sr 2023-24 Page. No 1)No57.6857.6880.0FalseNoneNoneFalseNoneFalse4614.40
3484547124556NoneIt. No 1.7.1 Electrical Sr 2023-24 Page. No 2Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/Gl pipe and plastering, finishing upto wall surface complete.upto 50mm conduit in brick wall( It. No 1.7.1 Electrical Sr 2023-24 Page. No 2)Mtr29.8729.87120.0FalseNoneNoneFalseNoneFalse3584.40
3484548124556NoneIt. No 3.7 Electrical Sr Supplying and fixing 32Amps security and energy saving DP switch with key tag suitable to operate on 230 Volts, 50Hz AC supply & completely wired on existing box. (It. No 3.7 Electrical Sr 2023-24 Page. No 6) Nos655.38655.388.0FalseNoneNoneFalseNoneFalse5243.040
3484549124556NoneIt. No 2.4.2 Supplying and drawing PVC insulated flexible copper wire of approved make.23/0.0040" (It. No 2.4.2 Electrical Sr 2023-24 Page. No 3) m22.6622.664000.0FalseNoneNoneFalseNoneFalse90640.00
3484550124556NoneIt. No 2.3.2 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.1.5 sqmm ( It. No 2.3.2 Electrical Sr 2023-24 Page. No 3) m26.7826.784000.0FalseNoneNoneFalseNoneFalse107120.00
3484551124556NoneIt. No 3.1 Supplying 6A flush type socket and 6 amps flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3654 (It. No 3.1 Electrical Sr 2023-24 Page. No 5) Nos131.84131.84100.0FalseNoneNoneFalseNoneFalse13184.00
3484552124556NoneIt. No 3.6.1Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. (It. No 3.6.1 Electrical Sr 2023-24 Page. No 5) No105.06105.06100.0FalseNoneNoneFalseNoneFalse10506.00
3484553124556NoneIt. No 3.3.3Supplying and fixing surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.C wall, including necessary rawl plugs, Machine/NF screws etc., complete. 4-5Way (It. No 3.3.3 Electrical Sr 2023-24 Page. No 5) No141.11141.11100.0FalseNoneNoneFalseNoneFalse14111.00
3484554124556NoneIt. No 3.5.2Supplying 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 3 Module (It. No 3.5.2 Electrical Sr 2023-24 Page. No 5)No165.83165.83100.0FalseNoneNoneFalseNoneFalse16583.00
3484555124556NoneIt. No 1.9.1 Supplying PVC/GI flexible conduit pipe.mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300mm using NF screws and on either end of the pipe terminated completely (It. No 1.9.1 Electrical Sr 2023-24 Page. No 2) m19.5719.57150.0FalseNoneNoneFalseNoneFalse2935.50
3484556124556NoneIt. 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 amps. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring.( It. No 13.10 Electrical Sr 2023-24 Page. No 46)No176.13176.1320.0FalseNoneNoneFalseNoneFalse3522.60
3484557124556NoneIt. No 6.3.1Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system. 48 Sweep (1200mm) Regular model( It. No 6.3.1 Electrical Sr 2023-24 Page. No 22)No3073.53073.530.0FalseNoneNoneFalseNoneFalse92205.00
3484558124556NoneIt. No 13.19Fixing all types and all capacities of 1'x4' / 2'x2' LED Light fittings indoor on the wall / ceiling / rafters / girders with necessary supporting frame, using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps.( It. No 13.19 Electrical Sr 2023-24 Page. No 47) No504.7504.7120.0FalseNoneNoneFalseNoneFalse60564.00
3484559124556NoneIt. No 11.3.3 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 greater than 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition LED light fitting 1 x 4'-36/40 W( It. No 11.3.3 Electrical Sr 2023-24 Page. No 34)No1307.11307.125.0FalseNoneNoneFalseNoneFalse32677.50
3484560124556NoneIt. No 11.4.1 Supplying of recess mounting non integrated type LED down light. W luminaire comprising of pressure decast/extruded aluminium housing, with spring loaded false ceiling clamps, LED of Power/COB with CCT 6500 degree K, CRI greater than 70%. efficacy 100 lumen per watt, 120degree beam spread, life great than 25000 burning hours and ompliance to IS 10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhancesthe lighting level. LEDS are driven by HF electronic driver integrated in a separate control gear assembly, with PF great than 0.95, power loss should be less than 5% of lamp wattage., 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 volts. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. No829.15829.1530.0FalseNoneNoneFalseNoneFalse24874.50
3484561124556NoneIt. No 12.46Supplying & Fixing of 70-150 Watts lamp holder 2 Pin( It. No 12.46 Electrical Sr 2023-24 Page. No 76) No64.8964.8980.0FalseNoneNoneFalseNoneFalse5191.20
3484562124556NoneIt. No 2.2.1 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Short point upto 3m from tapping point to out let via switch box( It. No 2.2.1 Electrical Sr 2023-24 Page. No 5) No277.07277.07100.0FalseNoneNoneFalseNoneFalse27707.00
3484563124556NoneIt. No 12.56Supplying, 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 conduitetc., 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 nutsetc., the pipe shall have 16 through holes of 12 mm dia( It. No 12.56 Electrical Sr 2013-24 Page. No 40) No3615.33615.35.0FalseNoneNoneFalseNoneFalse18076.50
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17204411020000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17204411020000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17204411020000NoneNoneELIGIBILITYBidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document.None
17204411020000NoneNoneELIGIBILITYIt 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
17204411020000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17204411020000NoneNoneELIGIBILITYwith all lead and lifts as per Engineer in Charge.None
17204411020000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17204411020000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by any State Government / Government of India /Union Territory.None
17204411020000NoneNoneELIGIBILITYIt 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
17204411020000NoneNoneELIGIBILITYThe bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidders end.None
17204411020000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17204411020000NoneNoneELIGIBILITYBidder 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
17204411020000NoneNoneELIGIBILITYBidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document.None
17204411020000NoneNoneELIGIBILITYFor Details Refer Tender Notification And Conditions In The Bid Documents.None
17204411020000NoneNoneELIGIBILITYAll materials should be in good quality as per specification, quality certificate for the same should be obtained from the concerned authority at their own cost.None
17204411020000NoneNoneELIGIBILITYAcceptence / Cancellation of the works are reserved by under signed without any reasons for the same.None
17204411020000NoneNoneELIGIBILITYCorrigendums / modifications / correction, if any, will be published in the website only.None
17204411020000NoneNoneELIGIBILITYAll the scanned documents pertaining to bidder to be uploaded shall be in original and same originals should be produced to the Secretary The Gadag Co-operative Industrial Estate Gadag (at the time of Technical Bid Opening) who reserves right to verify the orginal documents before approval.None
17204411020000NoneNoneELIGIBILITYTo qualify for award of this contract, each tenderer should give all details and documents as per Technical and Financial bid attached to this tender.None
17204411020000NoneNoneELIGIBILITYAll the materials to be utilised for the work must be tested in Approved NABL labs and Quality control test reports must be enclosed to the bills. Cost of all QC test must be borne by contractor.None
17204411020000NoneNoneELIGIBILITYIf any date in the tender time table is government holiday, next working date will be consideredNone
17204411020000NoneNoneELIGIBILITYIncomplete / conditional tenders will not be accepted.None
17204411020000NoneNoneELIGIBILITYTenderer must submit his present accurate postal address and phone / cell phone numberNone
17204411020000NoneNoneELIGIBILITYThe tender may be cancelled at any stage without assigning any reasonNone
17204411020000NoneNoneELIGIBILITYThe bidder must submit 5 years Profit and loss account obtained from Chartered Accountant (CA) Only. Bidder must have annual contract turn over for 2 years not less than amount put to tender. the bidder must have munimum assessed availble tender capacity amount put to tender as per formula in KW document provided here with.None
17204411020000NoneNoneELIGIBILITYThe rates of items are inclusive of cost of materials, labour charges, HOM of machinery, all lead and lifts and all other charges to complete the work successfully as per specifications and as directed by engineer in charge of workNone
17204411020000NoneNoneELIGIBILITYThe tenderers must submit the scanned documents in pdf / jpeg form, not in other form.None
17204411020000NoneNoneELIGIBILITYAny objection regarding the tender must be submitted directly to The Gadag Co-operative Industrial Estate Gadag , not in inward.None
17204411020000NoneNoneELIGIBILITYFor interpretations of clauses, conditions, spelling mistakes, etc.,decision of Any objection regarding the tender must be submitted directly to The Gadag Co-operative Industrial Estate Gadag not in inward is finalNone
17204411020000NoneNoneELIGIBILITYThe Secretary Gadag has authority to accept or reject any tender without assigning reasonNone
17204411020000NoneNoneELIGIBILITYFor interpretations of clauses, conditions, spelling mistakes, etc., decision of The Secretary Industrial Estate Gadag is final.None
17204411020000NoneNoneELIGIBILITYTenderers must have valid PRED/PWD registration and must submit PRED/PWD registration copyNone
17204411020000NoneNoneELIGIBILITYThe Item rates quoted shall include cost of Royalty charges on construction materials and other taxes as per the prevailing Government Orders.None
17204411020000NoneNoneELIGIBILITYTender completion Period as specified in the tender documentNone
17204411020000NoneNoneELIGIBILITYEMD Online Payment as per KPPPNone
17204411020000NoneNoneELIGIBILITYSimilar work Done as per the Bid DocumentNone
17205309590000NoneNoneELIGIBILITYSingle Tender not entertained.None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneMinimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. 284.92 Lakhs)Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneSatisfactoriy completed as prime contractor at-least one such similar work of value not less than Rs. 142.46 Lakhs (50% of estimated cost of tender)Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneExecuted in any one year the following minimum quantities of work (Cement Concrete - 645.52 cum, Earthwork - 696.62cum, Steel 51.22 Ton etc) (80% of peak rate of construction)Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneTenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. 2.865 lakhs (not less than 50% of electrical works) n any one yearsPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneList of existing commitments and ongoing worksPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneLiquid assets and /or availability of credit facilities of no less than Rs. 85.47 Lakhs (estimated cash flow for 3 months of peak construction period)Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneTotal value of civl engineering works executed and payments received in the last five years (year-wise)Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneReports on the financial standing of the tenderer, such as profit and loss statements and auditors reports for the last five yearsFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneList of Financial Resources with CertificatesFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneITR Filed Copy (Mentioning PAN)
NoneNoneNoneNoneTenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year-NAOthersNot Applicable
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Not Applicable
NoneNoneNoneNoneOwning the following key and critical equipment for this work (Hitachi, JCB,Tractor, Water Tanker, Pin Vibrator, Concrete Mixture)OthersOwning the following key and critical equipment
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Owning the following key and critical equipment
NoneNoneNoneNoneList of works for which tenders already submittedOthersList of works
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- List of works
NoneNoneNoneNoneBanker Details for referenceOthersBanker Details
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Banker Details
NoneNoneNoneNoneConstruction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awardedOthersConstruction equipment owned by the tenderer
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Construction equipment owned by the tenderer
NoneNoneNoneNoneQualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awardedOthersQualification and experience of the key technical and management personnel
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Qualification and experience of the key technicaland management personne
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateTrueTechnical Bid
Company Registration CertificateFalseTechnical Bid
Valid PWD/ PRED licences CertificateTrueTechnical Bid
GST certificateTrueTechnical Bid
PAN CARD CertificateTrueTechnical Bid
Similar nature of work done certificate 50 percenatge of the Amount put to tenderTrueTechnical Bid
Line of credit 30 percentage of the Amount put to tenderTrueTechnical Bid
Personnel detail and Contact NumberTrueTechnical Bid
Itemwise workdone certificateTrueTechnical Bid
List of works for which tenders already submittedTrueTechnical Bid
Owning the following key and critical equipment for this work mainly Hitachi, JCB,Tractor, Water Tanker, Pin Vibrator, Concrete MixtureTrueTechnical Bid
tenderWorkLocationList
tenderAddress
createdTs1720531015000
version0
createdDateNone
modifiedDateNone
blockNumberGADAG CO-OPERATIVE ESTATE
streetNone
cityGADAG
stateKarnataka
pin582101
tenderRecallDTONone