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noticeInvitingTenderDTO	createdTs 1725277786541 version 9 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 1910.00 emd 129000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 23-09-2024 17:30:00 tenderQueryClose 13-09-2024 17:30:00 technicalBidOpen 25-09-2024 11:00:00 publishedDate 09-09-2024 15:49:47 publishedByPost DUDC_EE_SMG publishedByUser KPE11254 - NADAF VAHIDA BEGUM bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 17-09-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Prasad P 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 None mobileNumber 7892520795 tenderSupplierList None
tenderSchedule	createdTs 1725277786590 version 16 createdDate None modifiedDate None tenderNumber DMA/2024-25/BD/WORK_INDENT18453 title Construction of Building and other works for the urban local Body TP Anavatti Limits under Amrutha Nagarothana (Municipality) Phase-4 Project. description Construction of Building and other works for the urban local Body TP Anavatti Limits under Amrutha Nagarothana (Municipality) Phase-4 Project. category WORKS categoryText Works ecv 7616092.72 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2202 locationName DMA District Urban Development Cell Shivamogga provisionalAmount 7674000.0 groupOverheadTotal 1161776.85 fileNumber SMGDC-DUDC/PLAN/22/90927/2022
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1725277787000 1 None None Buildings Construction of Building and other works for the urban local Body TP Anavatti Limits under Amrutha Nagarothana (Municipality) Phase-4 Project. (7.25 work - 18.49 L) 1534248.7 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3903912 150475 None Item No 1.12 pg no 8 Vol-I Mechanical Means Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth Cum 66.95 66.95 7.2 False None None False None False 482.04 0 3903913 150475 None Item No 1.14.1 pg no 8 Vol-I Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m Cum 75.19 75.19 27.68 False None None False None False 2081.2592 0 3903914 150475 None Item No 2.1.3 pg no 15 Vol-I Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately). Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 5720.62 5720.62 5.86 False None None False None False 33522.8332 0 3903915 150475 None Item No 5.4 pg no 9 Vol-II Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 5512.56 5512.56 17.98 False None None False None False 99115.8288 0 3903916 150475 None Item No 2.5.1 pg no 17 Vol-I Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 10187.94 10187.94 0.36 False None None False None False 3667.6584 0 3903917 150475 None Item No 7.1.1 pg no 21 Vol-II Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. 0.63 mm thick with zinc coating not less than 275 g/ sqm. Sqm 818.85 818.85 47.52 False None None False None False 38911.752 0 3903918 150475 None Item No 2.5.1 pg no 17 Vol-I Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) (Chajja Shuttering 45% included) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 9232.82 9232.82 0.48 False None None False None False 4431.7536 0 3903919 150475 None Item No 11.32 pg no 84 Vol-II Providing Thermo-Mechanically Treated bars of grade Fe-500D or more 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) Kgs 94.76 94.76 63.0 False None None False None False 5969.88 0 3903920 150475 None Item No 1.9 pg no 7 Vol-I 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. Cum 210.12 210.12 10.64 False None None False None False 2235.6768 0 3903921 150475 None Item No 6.32 pg no 17 Vol-II Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm 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. Sqm 1231.88 1231.88 113.06 False None None False None False 139276.3528 0 3903922 150475 None Item No 8.8 pg no 42 Vol-II 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) Basic with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 316.21 316.21 201.74 False None None False None False 63792.2054 0 3903923 150475 None Item No. 8.30 Page No. 46 Vol-II Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/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 Sqm 140.08 140.08 120.8 False None None False None False 16921.664 0 3903924 150475 None Item No. 8.25 Page No. 45 Vol-II Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 108.15 108.15 110.56 False None None False None False 11957.064 0 3903925 150475 None Item No 11.34A pg no 85 Vol-II Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kgs 149.35 149.35 50.4 False None None False None False 7527.24 0 3903926 150475 None Item No. 12.84 Page No. 110 Vol-II 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&Ps shall not be made) Sqm 4237.42 4237.42 2.4 False None None False None False 10169.808 0 3903927 150475 None Item No. 12.54 Page No. 105 Vol-II Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. Sqm 489.25 489.25 3.78 False None None False None False 1849.365 0 3903928 150475 None Item No. 12.55.2 Page No. 106 Vol-II Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hingese. Sqm 2941.68 2941.68 3.78 False None None False None False 11119.5504 0 3903929 150475 None Item No 11.2 pg no 75 Vol-II Providing and fixing Structural Steel work riveted,bolted or welded in built up sections,trusses and frramed work,including cutting,hosting,fixing in position and applying a priming coat of approved steeel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kgs 104.03 104.03 311.12 False None None False None False 32365.8136 0 3903930 150475 None Item No. 12.94 1st Addenda Vol-II Providing & fixing Factory made single extruded Wood Polymer Composite (WPC) solid door/window, clerestory windows & frames /chowkhat of frame size 65 x 125mm Sqm 779.71 779.71 13.2 False None None False None False 10292.172 0 3903931 150475 None Item No. 12.96 1st Addenda Vol-II Providing & fixing Factory made 100% carpenter friendly ready to use Single Solid Plain Wood Polymer Composite (WPC) flush shutter of 30mm thickness which is anti termite and having high water absorption property. The cost includes cost of materials, transportation, labour and fixing charges. Sqm 3582.34 3582.34 5.04 False None None False None False 18054.9936 0 3903932 150475 None Item No. 9.37 Page No. 65 Vol-II Providing and laying red oxide flooring 40 mm thick, with an under layer of 30mm thick M-15 cement concrete and top layer of 10mm thick plaster with 1:3 cement mortar mixed with red oxide Basic with floating coat of neat cement mixed with red oxide ( mix of same proportion ) , including cost of materials, labour, curing, complete as per specifications Sqm 651.99 651.99 29.12 False None None False None False 18985.9488 0 3903933 150475 None SOR Code Y010J Item No1.10 pg no 227 Vol-v Water purification plants: Supplying, Installation and Commissioning of automatic Water purification plant (RO+UF) with all accessories piping, product water tank on single phase power supply as per the enclosed detailed Technical Specifications including cost of material, loading and unloading and as directed by the Engineer in charge. (Ref- detailed specification enclosed seperatly). Note:- 1.The above rates mentioned are only for the preparation of estimate purpose. 2. All items are to be of BSI /NFS standards,with BSI / NFS mark . 3. Tenders to be invited for procurement. 4. No direct payment should be made under any situation or condition or on any account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each components For 1000 LPH FRP : Skid Type Each 469010.5 469010.5 2.0 False None None False None False 938021.0 0 3903934 150475 None 1.2.1 Concealed Conduit System Supplying Heavy Gauge PVC Conduit pipe 19/20 mm dia 2mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipes ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary. Mtr 68.0 68.0 10.0 False None None False None False 680.0 0 3903935 150475 None 1.2.2 Concealed Conduit System Supplying Heavy Gauge PVC Conduit pipe 25 mm dia 2mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipes ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary. Mtr 80.0 80.0 10.0 False None None False None False 800.0 0 3903936 150475 None 2.1.3 Point Wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC conduit / casing capping using 1100V grade, COPPER conductor flexible multi strand FRLS PVC insulated to 2X1.5 Sqmm cabale confirming to the GTP with a 6 Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. using class A materials long point above 6 Mtr up to 10 Mtr from tapping point to outlet via switch. Nos 567.0 567.0 10.0 False None None False None False 5670.0 0 3903937 150475 None 2.3.1 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP of Group A material. 1.0 Sqmm Mtr 18.0 18.0 10.0 False None None False None False 180.0 0 3903938 150475 None 2.3.3 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP of Group A material. 2.5 Sqmm Mtr 40.0 40.0 10.0 False None None False None False 400.0 0 3903939 150475 None 2.3.4 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP of Group A material. 4.0 Sqmm Mtr 59.0 59.0 10.0 False None None False None False 590.0 0 3903940 150475 None 5.18.14 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clA, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure. I - Single Door 6 Way SP & N Each 5744.0 5744.0 2.0 False None None False None False 11488.0 0 3903941 150475 None 5.20.1 Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker [ELMCB] 240/450V up to 300mA sensitivity on existing wood/panel board. 16 - 25 Amps 2 Pole Each 2536.0 2536.0 2.0 False None None False None False 5072.0 0 3903942 150475 None 3.4.3 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 6 Way Model Metal Boxes Each 212.0 212.0 2.0 False None None False None False 424.0 0 3903943 150475 None 3.4.5 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 10-12 Model Metal Boxes Each 325.0 325.0 2.0 False None None False None False 650.0 0 3903944 150475 None 3.6.1 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6 Amps one way Switches Each 88.0 88.0 4.0 False None None False None False 352.0 0 3903945 150475 None 3.6.3 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.6 amps 3 way socket Each 162.0 162.0 4.0 False None None False None False 648.0 0 3903946 150475 None 3.6.8 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.16 Amps one way Switches Each 249.0 249.0 4.0 False None None False None False 996.0 0 3903947 150475 None 3.6.11 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.16 Amps one way Switches 16 amps 3 way socket Each 249.0 249.0 4.0 False None None False None False 996.0 0 3903948 150475 None 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 greater than 80. Power Input: 220-240V@ 50/60Hz & Power factor is 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 watts Each 1197.0 1197.0 4.0 False None None False None False 4788.0 0 3903949 150475 None 5.44.4 Supply and Installation / Fixing / Provision of Outdoor type Thermoplastic Modular Panel enclosure with transparent Polycarbonate Lid, shock proof, IP65 (Weather Proof), rust proof, dust proof, water proof, corrosion proof having internally Embedded gasket on both lid and flap suitable to fix Single Phase / Three Phase Energy Meter in suitable base plate and having a provision for Fuse / MCB cut-out with suitable transparent hinged flap opening for operating MCB along with complete tamper proof SEALING facility.600 mm x 600 mm x 170 mm Out door Thermoplastic Modular Panel Each 13047.0 13047.0 2.0 False None None False None False 26094.0 0 3903950 150475 None Bescom Part III Item No.32.05 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-397516 Sq mm 4 Core Aluminium Armoud Cable Kms 183442.0 183442.0 0.02 False None None False None False 3668.84 0 1725277787000 1 None None Buildings Construction of Building and other works for the urban local Body TP Anavatti Limits under Amrutha Nagarothana (Municipality) Phase-4 Project. GM work43.14 lakhs 3646421.01 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3903951 150476 None I.NO 1.14.1 Vol- I Page No 08 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 leveling 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 labor, tools, usage of machinery & other appurtenances required to complete the work Cum 75.19 75.19 282.04 False None None False None False 21206.5876 0 3903952 150476 None I.NO 2.1.2 Vol- I Page No15 Providing and laying in position plain cement concrete for leveling 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, labor, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)((Mix 1:4:8( M5) Using 40 mm and down size graded crushed coarse aggregates)) Cum 5362.18 5362.18 41.42 False None None False None False 222101.4956 0 3903953 150476 None I.NO5.4 Vol- II Page No 09 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 5512.56 5512.56 221.52 False None None False None False 1221142.2912 0 3903954 150476 None I.NO 2.2.1.1 Vol- I Page No 15 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labor, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)-M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates Cum 6626.9 6626.9 0.85 False None None False None False 5632.865 0 3903955 150476 None I.NO 2.3.1 Vol- I Page No 16 Providing 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 plasticizers, laid in layers not exceeding 150 mm thickness, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labor, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) Cum 10449.97 10449.97 36.8 False None None False None False 384558.896 0 3903956 150476 None I.NO 6.32 Vol- II Page No 17 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labor, scaffolding and curing, usage charges of machinery etc. complete as per specifications. Cum 1231.88 1231.88 513.4 False None None False None False 632447.192 0 3903957 150476 None I.NO 11.32 Vol II- Page No 84 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more 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) Kg 94.76 94.76 4081.8 False None None False None False 386791.368 0 3903958 150476 None I.NO 11.16.1 Vol I- Page No 81 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 welded type tubes including cost of materials, labor, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge Kg 112.27 112.27 219.32 False None None False None False 24623.0564 0 3903959 150476 None I.NO 11.2 VolI- Page No 75 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoist ing, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labor, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kg 104.03 104.03 712.5 False None None False None False 74121.375 0 3903960 150476 None I.NO 8.41 VolI- Page No 48 Painting with synthetic enamel paint of approved brand and manufacture of required color 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, labor complete as per specifications and as per directions of Engineer-in-charge. Sqm 133.9 133.9 51.75 False None None False None False 6929.325 0 3903961 150476 None I.NO 8.9 Vol- II Page No 42 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) 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, labor, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 331.66 331.66 1158.38 False None None False None False 384188.3108 0 3903962 150476 None I.NO 8.25 Vol- II Page No 45 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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, labor complete as per specifications and as per directions of Engineer-in-charge. Sqm 108.15 108.15 409.38 False None None False None False 44274.447 0 3903963 150476 None Vol-III I.NO 6.7 Page No 146 Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finished in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra)300 x 300 x 150 mm Kerb Stone Mtr 334.75 334.75 100.0 False None None False None False 33475.0 0 3903964 150476 None Vol-III I.NO 4.27 Page No 24 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying using Mechanical Paver Cum 2465.82 2465.82 15.0 False None None False None False 36987.3 0 3903965 150476 None Vol-II I.NO 9.31 Page No 64 Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and color with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level , including cost of materials, labor and Usage charges of machinery complete as per specifications. Sqm 1119.61 1119.61 150.0 False None None False None False 167941.5 0 1725277787000 1 None None Buildings Construction of Building and other works for the urban local Body TP Anavatti Limits under Amrutha Nagarothana (Municipality) Phase-4 Project. (PKS WORK 4.49lakhs) 376838.44 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3903966 150477 None 2021-22 Vol. 1 Page No. 8 Item 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 including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth 2021-22 Vol. 1 Page No. 8 Item No. 1.12 Cum 66.95 66.95 6.29 False None None False None False 421.1155 0 3903967 150477 None 2021-22 Vol 1 Page No 8 Item 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 2021-22 Vol 1 Page No 8 Item No 1.14.1 Cum 75.19 75.19 7.71 False None None False None False 579.7149 0 3903968 150477 None 2021-22 Vol 1 Pg No 15 It 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. (The cost of steel reinforcement & formwork shall be paid separately). Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (2021-22 Vol 1 Pg No 15 It No 2.1.3 Rate w.e.f frm 04-01-23) Cum 5720.62 5720.62 2.93 False None None False None False 16761.4166 0 3903969 150477 None 2021-22Vol. 2 Page No 9 Item No 5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) 2021-22Vol. 2 Page No 9 Item No 5.4 Rate w.e.f from 04-01-2023 Cum 5512.56 5512.56 6.56 False None None False None False 36162.3936 0 3903970 150477 None 2021-22 Vol 1 Pg No 17 It No 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (2021-22 Vol 1 Pg No 17 It No 2.5.1 Rate w.e.f from 04-01-2023) Cum 10187.94 10187.94 1.51 False None None False None False 15383.7894 0 3903971 150477 None 2021-22 Vol 1 Pg No 17 It No 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (2021-22 Vol 1 Pg No 17 It No 2.5.1 Rate w.e.f frm 04-01-2023) Cum 9232.82 9232.82 0.2 False None None False None False 1846.564 0 3903972 150477 None 2021-22 Vol 2 Pg No 84 It No 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more 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) (2021-22 Vol 2 Pg No 84 It No 11.32 Rate w.e.f frm 04-01-2023) Kg 94.76 94.76 94.05 False None None False None False 8912.178 0 3903973 150477 None 2021-22 Vol. 1 Page No 7 Item 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. (2021-22 Vol. 1 Page No 7 Item No. 1.9) Cum 210.12 210.12 1.36 False None None False None False 285.7632 0 3903974 150477 None PWD SR-2021-22 Vol 1 Page No 7 Item No 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (PWD SR-2021-22 Vol 1 Page No 7 Item No 1.8) Cum 414.06 414.06 6.36 False None None False None False 2633.4216 0 3903975 150477 None 2021-22 Vol 2 Page No 17 Item No 6.32 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (2021-22 Vol 2 Page No 17 Item No 6.32 Rate w.e.f from 04-01-2023) Sqm 1231.88 1231.88 49.41 False None None False None False 60867.1908 0 3903976 150477 None 2021-22 - Vol 2 Page No 17 Item No 6.33 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm 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. (2021-22 - Vol 2 Page No 17 Item No 6.33 Rate w.e.f from 04-01-2023) Sqm 1092.83 1092.83 13.81 False None None False None False 15091.9823 0 3903977 150477 None PWD SR-2021-22 Vol. 2 Page No 42 Item 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. (PWD SR-2021-22 Vol. 2 Page No 42 Item No 8.8 Rate w.e.f from 04-01-2023) Sqm 316.21 316.21 50.41 False None None False None False 15940.1461 0 3903978 150477 None PWD SR-2021-22 Vol. 2 Page No. 41 Item No 8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR-2021-22 Vol. 2 Page No. 41 Item No 8.1.2 Rate w.e.f from 04-01-2023) Sqm 203.94 203.94 68.98 False None None False None False 14067.7812 0 3903979 150477 None PWD SR-2021-22 Vol 2 Page No 46- Item No 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m2 over and including priming coat of exterior primer applied @ 2.20 kg/10 m2) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge (PWD SR-2021-22 Vol 2 Page No 46- Item No 8.30) Sqm 140.08 140.08 50.41 False None None False None False 7061.4328 0 3903980 150477 None PWD SR-2021-22 Vol 2 Page No 45 Item No. 8.25 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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 SR-2021-22 Vol 2 Page No 45 Item No. 8.25) Sqm 108.15 108.15 85.78 False None None False None False 9277.107 0 3903981 150477 None PWD SR-2021-22 Vol 2 Page No 85 Item No 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding (PWD SR-2021-22 Vol 2 Page No 85 Item No 11.34A Rate w.e.f from 04-01-2023) Kgs 149.35 149.35 70.95 False None None False None False 10596.3825 0 3903982 150477 None PWD SR-2021-22 Vol 2 Page No 110 Item No.12.85 Providing & fixing of louvered ventilator made out of multi chambered PVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) (PWD SR-2021-22 Vol 2 Page No 110 Item No.12.85) Sqm 5016.1 5016.1 0.27 False None None False None False 1354.347 0 3903983 150477 None PWD SR-2021-22 - Vol. 2 Page No 110 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) (PWD SR-2021-22 - Vol. 2 - Page No. 110 - Item No.12.84) Sqm 4237.42 4237.42 4.32 False None None False None False 18305.6544 0 3903984 150477 None PWD SR-2021-22 Vol 2 Page No. 105 Item No.12.54 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. (PWD SR-2021-22 Vol 2 Page No. 105 Item No.12.54) Sqm 489.25 489.25 3.78 False None None False None False 1849.365 0 3903985 150477 None PWD SR-2021-22 Vol 2 Page No. 106 Item No 12.55.2 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hingese. (PWD SR-2021-22 Vol 2 Page No. 106 Item No 12.55.2) Sqm 2941.68 2941.68 3.78 False None None False None False 11119.5504 0 3903986 150477 None PWD SR-2021-22 Vol. 2 Page No 21 Item No. 7.1.1 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. 0.63 mm thick with zinc coating not less than 275 g/ m2 (PWD SR-2021-22 Vol. 2 Page No 21 Item No. 7.1.1) Sqm 818.85 818.85 23.1 False None None False None False 18915.435 0 3903987 150477 None PWD SR-2021-22 - Vol. 2 -Page 75- Item No. 11.1 Providing and fixing Structural Steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD SR-2021-22 - Vol. 2 -Page 75- Item No. 11.1) Kgs 99.91 99.91 167.87 False None None False None False 16771.8917 0 3903988 150477 None PWD SR-2021-22 Vol 2 Page No 123 Item No.14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required W.C. pan with ISI marked white solid plastic seat and lid (PWD SR-2021-22 Vol 2 Page No 123 Item No.14.3.1) No 5155.15 5155.15 1.0 False None None False None False 5155.15 0 3903989 150477 None PWD SR-2021-22 Vol. 2 1st Addenda Item No.12.93 Providing & fixing Factory made single extruded Wood Polymer Composite (WPC) solid door/window, clerestory windows & frames /chowkhat of frame size 65 x 100mm (PWD SR-2021-22 Vol. 2 1st Addenda Item No.12.93) Rmtr 715.85 715.85 6.6 False None None False None False 4724.61 0 3903990 150477 None PWD SR-2021-22 Vol. 2-1st Addenda- Item No.12.96 Providing & fixing Factory made 100% carpenter friendly ready to use Single Solid Plain Wood Polymer Composite (WPC) flush shutter of 30mm thickness which is anti termite and having high water absorption property. The cost includes cost of materials, transportation, labour and fixing charges. (PWD SR-2021-22 Vol. 2-1st Addenda- Item No.12.96) Sqm 3582.34 3582.34 2.52 False None None False None False 9027.4968 0 3903991 150477 None PWD SR-2021-22 Vol.2-Page No.60 Item No. 9.12.2 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 1119.61 1119.61 18.18 False None None False None False 20354.5098 0 3903992 150477 None PWD SR-2021-22 Vol 2 Page No 71 Item No 10.14 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete. (PWD SR-2021-22 Vol 2 Page No 71 Item No 10.14 Rate w.e.f from 04-01-2023) Sqm 992.92 992.92 10.08 False None None False None False 10008.6336 0 3903993 150477 None PWD SR-2021-22 Vol.2(1st Addenda) Item No. 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (PWD SR-2021-22 Vol.2(1st Addenda) Item No. 13.34) Ltr 8.24 8.24 500.0 False None None False None False 4120.0 0 3903994 150477 None Electrical SR 1.2.1 Concealed Conduit System Supplying Heavy Gauge PVC Conduit pipe 19/20 mm dia 2mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipes ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary. (Electrical SR 1.2.1) Per Mtr 68.0 68.0 20.0 False None None False None False 1360.0 0 3903995 150477 None Electrical SR 1.2.2 Concealed Conduit System Supplying Heavy Gauge PVC Conduit pipe 25 mm dia 2mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipes ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary. Electrical SR 1.2.2 Per Mtr 80.0 80.0 20.0 False None None False None False 1600.0 0 3903996 150477 None Electrical SR 2.1.3 Point Wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC conduit / casing capping using 1100V grade, COPPER conductor flexible multi strand FRLS PVC insulated to 2X1.5 Sqmm cabale confirming to the GTP with a 6 Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. using class A materials long point above 6 Mtr up to 10 Mtr from tapping point to outlet via switch. Electrical SR 2.1.3 Nos 567.0 567.0 18.0 False None None False None False 10206.0 0 3903997 150477 None Electrical SR 2.3.1 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP of Group A material. 1.0 Sqmm Electrical SR 2.3.1 Mtr 18.0 18.0 20.0 False None None False None False 360.0 0 3903998 150477 None Electrical SR 2.3.3 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP of Group A material. 2.5 Sqmm Electrical SR 2.3.3 Mtr 40.0 40.0 20.0 False None None False None False 800.0 0 3903999 150477 None Electrical SR 2.3.4 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP of Group A material. 4.0 Sqmm Electrical SR 2.3.4 Mtr 59.0 59.0 20.0 False None None False None False 1180.0 0 3904000 150477 None Electrical SR 5.18.14 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clA, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure. I - Single Door 6 Way SP & N Electrical SR 5.18.14 Each 1180.0 1180.0 1.0 False None None False None False 1180.0 0 3904001 150477 None Electrical SR 5.20.1 Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker [ELMCB] 240/450V up to 300mA sensitivity on existing wood/panel board. 16 - 25 Amps 2 Pole (Electrical SR 5.20.1) Each 2536.0 2536.0 1.0 False None None False None False 2536.0 0 3904002 150477 None Electrical SR 3.4.3 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 6 Way Model Metal Boxes (Electrical SR 3.4.3) Each 212.0 212.0 2.0 False None None False None False 424.0 0 3904003 150477 None Electrical SR 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 10-12 Model Metal Boxes (Electrical SR 3.4.5) Each 325.0 325.0 2.0 False None None False None False 650.0 0 3904004 150477 None Electrical SR 3.6.1 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6 Amps one way Switches Electrical SR 3.6.1 Each 88.0 88.0 4.0 False None None False None False 352.0 0 3904005 150477 None Electrical SR 3.6.3 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.6 amps 3 way socket Electrical SR 3.6.3 Each 162.0 162.0 2.0 False None None False None False 324.0 0 3904006 150477 None Electrical SR 3.6.8 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.16 Amps one way Switches Electrical SR 3.6.8 Each 249.0 249.0 2.0 False None None False None False 498.0 0 3904007 150477 None Electrical SR 3.6.11 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.16 Amps one way Switches 16 amps 3 way socket Electrical SR 3.6.11 Each 249.0 249.0 2.0 False None None False None False 498.0 0 3904008 150477 None Electrical SR 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 Greater than 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 watts (Electrical SR 11.3.3) Each 1197.0 1197.0 2.0 False None None False None False 2394.0 0 3904009 150477 None Electrical SR 5.44.4 Supply and Installation / Fixing / Provision of Outdoor type Thermoplastic Modular Panel enclosure with transparent Polycarbonate Lid, shock proof, IP65 (Weather Proof), rust proof, dust proof, water proof, corrosion proof having internally Embedded gasket on both lid and flap suitable to fix Single Phase / Three Phase Energy Meter in suitable base plate and having a provision for Fuse / MCB cut-out with suitable transparent hinged flap opening for operating MCB along with complete tamper proof SEALING facility.600 mm x 600 mm x 170 mm Out door Thermoplastic Modular Panel Each 13047.0 13047.0 1.0 False None None False None False 13047.0 0 3904010 150477 None Bescom Part III Item No.32.05 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 16 Sq mm 4 Core Aluminium Armoud Cable Kms 183442.0 183442.0 0.01 False None None False None False 1834.42 0 1725277787000 1 None None Buildings Construction of Building and other works for the urban local Body TP Anavatti Limits under Amrutha Nagarothana (Municipality) Phase-4 Project. (5 per work -10.63 L) 896807.72 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3904011 150478 None PWD SR-2021-22 Vol. 1 Page No. 8 Item 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 including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth PWD SR-2021-22 - Vol. 1 Page No. 8 Item No. 1.12 Cum 66.95 66.95 6.55 False None None False None False 438.5225 0 3904012 150478 None PWD SR-2021-22 Vol 1 Page No. 8 - Item 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 (PWD SR-2021-22 - Vol. 1 - Page No. 8 - Item No. 1.14.1) Cum 75.19 75.19 26.1 False None None False None False 1962.459 0 3904013 150478 None PWD SR-2021-22 Vol. 1 Page No. 15 Item 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. (The cost of steel reinforcement & formwork shall be paid separately). Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD SR-2021-22 - Vol. 1 Page No. 15 Item No. 2.1.3 Rate w.e.f from 04-01-2023) Cum 5720.62 5720.62 5.7 False None None False None False 32607.534 0 3904014 150478 None PWD SR-2021-22 Vol. 1 Page No. 15 Item No. 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately). Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (PWD SR-2021-22 - Vol. 1 - Page No. 15 - Item No. 2.1.4 Rate w.e.f from 04-01-2023) Cum 5899.84 5899.84 0.56 False None None False None False 3303.9104 0 3904015 150478 None PWD SR-2021-22 Vol. 1 Page No.15 Item No. 2.2.1.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)- M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR-2021-22 - Vol. 1 - Page No. 15 - Item No. 2.2.1.1 Rate w.e.f from 04-01-2023) Cum 6610.99 6610.99 2.7 False None None False None False 17849.673 0 3904016 150478 None PWD SR-2021-22 - Vol. 2- Page No. 9 - Item No. 5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR-2021-22 - Vol. 2- Page No. 9 - Item No. 5.4 Rate w.e.f from 04-01-2023) Cum 5512.56 5512.56 6.7 False None None False None False 36934.152 0 3904017 150478 None PWD SR-2021-22 Vol 1 Page No. 17 Item No. 2.4.2 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR-2021-22 - Vol. 1 - Page No. 17 - Item No. 2.4.2 Rate w.e.f from 04-01-2023) Cum 10449.97 10449.97 0.22 False None None False None False 2298.9934 0 3904018 150478 None PWD SR-2021-22 - Vol. 1 Page No. 16 Item No. 2.3.1 Providing 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 separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR-2021-22 - Vol. 1 - Page No. 16 - Item No. 2.3.1 Rate w.e.f from 04-01-2023) Cum 9220.56 9220.56 3.07 False None None False None False 28307.1192 0 3904019 150478 None PWD SR-2021-22 Vol. 1 Page No. 17 Item No 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 10824.68 10824.68 0.67 False None None False None False 7252.5356 0 3904020 150478 None PWD SR-2021-22 - Vol. 1 Page No 17 Item No. 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 10187.94 10187.94 2.34 False None None False None False 23839.7796 0 3904021 150478 None PWD SR-2021-22 - Vol. 1 Page No. 17 Item No. 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 9551.19 9551.19 4.91 False None None False None False 46896.3429 0 3904022 150478 None PWD SR-2021-22 - Vol. 1 Page No. 17 Item No. 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR-2021-22 - Vol. 1 - Page No. 17 - Item No. 2.5.1 Rate w.e.f from 04-01-2023) Cum 9232.82 9232.82 0.61 False None None False None False 5632.0202 0 3904023 150478 None PWD SR-2021-22 - Vol. 2 Page No. 84 Item No. 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more 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) (PWD SR-2021-22 - Vol. 2 - Page No. 84 - Item No. 11.32 Rate w.e.f from 04-01-2023) Kg 94.76 94.76 1161.28 False None None False None False 110042.8928 0 3904024 150478 None PWD SR-2021-22 Vol. 1 - Page No. 7 - Item 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. (PWD SR-2021-22 - Vol. 1 - Page No. 7 - Item No. 1.9) Cum 210.12 210.12 10.78 False None None False None False 2265.0936 0 3904025 150478 None PWD SR-2021-22 Vol. 1 - Page No. 7 - Item No. 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage & all other appurtenaces required to complete the work. (PWD SR-2021-22 - Vol. 1 - Page No. 7 - Item No. 1.8) Cum 414.06 414.06 9.75 False None None False None False 4037.085 0 3904026 150478 None PWD SR-2021-22 Vol. 2 Page No. 17 - Item No. 6.33 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm 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 SR-2021-22 - Vol. 2 - Page No. 17 - Item No. 6.33 Rate w.e.f from 04-01-2023) Sqm 1092.83 1092.83 54.87 False None None False None False 59963.5821 0 3904027 150478 None PWD SR-2021-22 Vol. 2 Page No. 17 - Item No. 6.34 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (PWD SR-2021-22 - Vol. 2 - Page No. 17 - Item No. 6.34 Rate w.e.f from 04-01-2023) Sqm 968.2 968.2 81.29 False None None False None False 78704.978 0 3904028 150478 None PWD SR-2 21-22 Vol. 2 - Page No. 42- Item 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. (PWD SR-2021-22 - Vol. 2 - Page No. 42- Item No. 8.8 Rate w.e.f from 04-01-2023) Sqm 316.21 316.21 115.79 False None None False None False 36613.9559 0 3904029 150478 None PWD SR-2021-22 Vol. 2 Page No. 41 - Item No. 8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR-2021-22 - Vol. 2 - Page No. 41 - Item No. 8.1.2 Rate w.e.f from 04-01-2023) Sqm 203.94 203.94 78.85 False None None False None False 16080.669 0 3904030 150478 None PWD SR-2021-22 Vol. 2 Page No. 71 - Item No. 10.14 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete (PWD SR-2021-22 - Vol. 2 - Page No. 71 - Item No. 10.14 Rate w.e.f from 04-01-2023) Sqm 992.92 992.92 63.0 False None None False None False 62553.96 0 3904031 150478 None PWD SR-2021-22 Vol. 2 Page No. 59 - Item No. 9.7.1 Providing and fixing 10 mm thick acid and/or alkali resistant tiles of ap proved make and colour using acid and/or alkali resisting mortar bedding for Bathrooms: Toilet: Chemically exposed areas and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) with Acid and alkali resistant tile (PWD SR-2021-22 - Vol. 2 - Page No. 59 - Item No. 9.7.1 Rate w.e.f from 04-01-2023) Sqm 1084.59 1084.59 26.44 False None None False None False 28676.5596 0 3904032 150478 None PWD SR-2021-22 - Vol. 2 Page No. 46- Item No. 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m2 over and including priming coat of exterior primer applied @ 2.20 kg/10 m2) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 140.08 140.08 115.79 False None None False None False 16219.8632 0 3904033 150478 None PWD SR-2021-22 - Vol. 2 Page No. 45- Item No. 8.25 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 108.15 108.15 78.85 False None None False None False 8527.6275 0 3904034 150478 None PWD SR-2021-22 Vol. 2 Page No. 85 Item No. 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kgs 149.35 149.35 45.36 False None None False None False 6774.516 0 3904035 150478 None PWD SR-2021-22 Vol. 2 Page No. 110 - Item No.12.85 Providing & fixing of louvered ventilator made out of multi chambered PVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) (PWD SR-2021-22 Vol. 2 Page No. 110 Item No.12.85) Sqm 5016.1 5016.1 2.16 False None None False None False 10834.776 0 3904036 150478 None PWD SR-2021-22 Vol. 2 Page No. 105 - Item No.12.54 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. Sqm 489.25 489.25 11.97 False None None False None False 5856.3225 0 3904037 150478 None PWD SR-2021-22 Vol. 2 Page No.106 Item No.12.55.2 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hingese. (PWD SR-2021-22 - Vol. 2 - Page No. 106 - Item No.12.55.2) Sqm 2941.68 2941.68 11.97 False None None False None False 35211.9096 0 3904038 150478 None PWD SR-2021-22 Vol. 2 - Page No. 75 - Item No.11.3 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, 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 SR-2021-22 - Vol. 2 - Page No. 75 - Item No.11.3) Sqm 6759.89 6759.89 3.78 False None None False None False 25552.3842 0 3904039 150478 None PWD SR-2021-22 - Vol. 2 -Page 82- Item 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. (PWD SR-2021-22 - Vol. 2 -Page 82- Item No.11.26.1) Kgs 114.33 114.33 100.0 False None None False None False 11433.0 0 3904040 150478 None PWD SR-2021-22 - Vol. 2 -Page 133- Item No.15.1 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. (PWD SR-2021-22 - Vol. 2 -Page 133- Item No.15.1) Sqm 767.35 767.35 32.76 False None None False None False 25138.386 0 3904041 150478 None PWD SR-2021-22 Vol. 2 Page No. 123 Item No.14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required W.C. pan with ISI marked white solid plastic seat and lid (PWD SR-2021-22 - Vol. 2 - Page No. 123 - Item No.14.3.1) Nos 5155.15 5155.15 5.0 False None None False None False 25775.75 0 3904042 150478 None PWD SR-2021-22 Vol. 2 Page No. 124 Item No.14.5.1 Providing 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 : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern (PWD SR-2021-22 - Vol. 2 - Page No. 124 - Item No.14.5.1) Nos 6826.84 6826.84 3.0 False None None False None False 20480.52 0 3904043 150478 None PWD SR-2021-22 Vol. 2 Page No. 124- Item No.14.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap (PWD SR-2021-22 - Vol. 2 - Page No. 124- Item No.14.7.2) Nos 2220.68 2220.68 2.0 False None None False None False 4441.36 0 3904044 150478 None PWD SR-2021-22 Vol. 5 Page No.164 - Item No. P440A Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latest amendments 2 HP, Size 65x50 Head 13M, Discharge 462 LPM (PWD SR-2021-22 - Vol. 5 - Page No.164 - Item No. P440A) Nos 15887.75 15887.75 1.0 False None None False None False 15887.75 0 3904045 150478 None PWD SR-2021-22 Vol.2(1st Addenda) - Item No. 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (PWD SR-2021-22 - Vol.2(1st Addenda) - Item No. 13.34) Ltr 8.24 8.24 1000.0 False None None False None False 8240.0 0 3904046 150478 None PWD SR-2021-22 1st Addenda Vol. 2- Item No.13.32.1 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr 21 spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete. (Concealed work including cutting chases and good the walls etc.). 15mm nominal dia pipes (PWD SR-2021-22 - 1st Addenda Vol. 2- Item No.13.32.1) Mtr 915.67 915.67 10.0 False None None False None False 9156.7 0 3904047 150478 None PWD SR-2021-22 1st Addenda Vol. 2- Item No.13.32.2 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr 21 spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete. (Concealed work including cutting chases and good the walls etc.). 20mm nominal dia pipes (PWD SR-2021-22 - 1st Addenda Vol. 2- Item No.13.32.2) Mtr 384.19 384.19 10.0 False None None False None False 3841.9 0 3904048 150478 None PWD SR-2021-22 1st Addenda Vol. 2- Item No.13.32.3 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr 21 spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete. (Concealed work including cutting chases and good the walls etc.). 25mm nominal dia pipes (PWD SR-2021-22 - 1st Addenda Vol. 2- Item No.13.32.3) Mtr 490.28 490.28 10.0 False None None False None False 4902.8 0 3904049 150478 None PWD SR-2021-22 1st Addenda Vol. 2- Item No.13.32.4 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr 21 spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete. (Concealed work including cutting chases and good the walls etc.). 32mm nominal dia pipes (PWD SR-2021-22 - 1st Addenda Vol. 2- Item No.13.32.4) Mtr 572.68 572.68 10.0 False None None False None False 5726.8 0 3904050 150478 None PWD SR-2021-22 - 1st Addenda Vol. 2- Item No.13.48 Providing and fixing on wall face unplasticised rigid PVC Rain pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion, (i) Single soaked pipes 100mm dia(PWD SR-2021-22 - 1st Addenda Vol. 2- Item No.13.48) Mtr 260.59 260.59 16.8 False None None False None False 4377.912 0 3904051 150478 None PWD SR-2021-22 Vol. 2 Page No. 128- Item No.14.29 Providing and fixing 100 mm sand cast Iron grating for gully trap (PWD SR-2021-22 - Vol. 2 - Page No. 128- Item No.14.29) Nos 211.15 211.15 6.0 False None None False None False 1266.9 0 3904052 150478 None PWD SR-2021-22 Vol. 2 Page No. 115- Item No.13.2.1 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 15 mm nominal bore (PWD SR-2021-22 - Vol. 2 - Page No. 115- Item No.13.2.1) Nos 335.78 335.78 8.0 False None None False None False 2686.24 0 3904053 150478 None PWD SR-2021-22 Vol. 2 Page No. A-33- Item No.698 15 mm PTMT bib cock (PWD SR-2021-22 - Vol. 2 - Page No. A-33- Item No.698) Nos 66.95 66.95 7.0 False None None False None False 468.65 0 3904054 150478 None 1.2.1 Concealed Conduit System Supplying Heavy Gauge PVC Conduit pipe 19/20 mm dia 2mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipes ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary. Mtr 68.0 68.0 15.0 False None None False None False 1020.0 0 3904055 150478 None 1.2.2 Concealed Conduit System Supplying Heavy Gauge PVC Conduit pipe 25 mm dia 2mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipes ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary. Mtr 80.0 80.0 15.0 False None None False None False 1200.0 0 3904056 150478 None 2.1.3 Point Wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC conduit / casing capping using 1100V grade, COPPER conductor flexible multi strand FRLS PVC insulated to 2X1.5 Sqmm cabale confirming to the GTP with a 6 Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. using class A materials long point above 6 Mtr up to 10 Mtr from tapping point to outlet via switch. Nos 567.0 567.0 15.0 False None None False None False 8505.0 0 3904057 150478 None 2.3.1 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP of Group A material. 1.0 Sqmm Mtr 18.0 18.0 15.0 False None None False None False 270.0 0 3904058 150478 None 2.3.3 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP of Group A material. 2.5 Sqmm Mtr 40.0 40.0 15.0 False None None False None False 600.0 0 3904059 150478 None 2.3.4 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP of Group A material. 4.0 Sqmm Mtr 59.0 59.0 5.0 False None None False None False 295.0 0 3904060 150478 None 5.20.1 Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker [ELMCB] 240/450V up to 300mA sensitivity on existing wood/panel board. 16 - 25 Amps 2 Pole Each 2536.0 2536.0 1.0 False None None False None False 2536.0 0 3904061 150478 None 3.4.3 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 6 Way Model Metal Boxes Each 212.0 212.0 2.0 False None None False None False 424.0 0 3904062 150478 None 3.4.5 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 10-12 Model Metal Boxes Each 325.0 325.0 2.0 False None None False None False 650.0 0 3904063 150478 None 3.6.1 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6 Amps one way Switches Each 88.0 88.0 8.0 False None None False None False 704.0 0 3904064 150478 None 3.6.3 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.6 amps 3 way socket Each 162.0 162.0 3.0 False None None False None False 486.0 0 3904065 150478 None 3.6.8 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.16 Amps one way Switches Each 249.0 249.0 3.0 False None None False None False 747.0 0 3904066 150478 None 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 Greater than 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 watts Each 1197.0 1197.0 3.0 False None None False None False 3591.0 0 3904067 150478 None 5.44.4 Supply and Installation / Fixing / Provision of Outdoor type Thermoplastic Modular Panel enclosure with transparent Polycarbonate Lid, shock proof, IP65 (Weather Proof), rust proof, dust proof, water proof, corrosion proof having internally Embedded gasket on both lid and flap suitable to fix Single Phase / Three Phase Energy Meter in suitable base plate and having a provision for Fuse / MCB cut-out with suitable transparent hinged flap opening for operating MCB along with complete tamper proof SEALING facility.600 mm x 600 mm x 170 mm Out door Thermoplastic Modular Panel Each 13047.0 13047.0 1.0 False None None False None False 13047.0 0 3904068 150478 None Bescom Part III Item No.32.05 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-397516 Sq mm 4 Core Aluminium Armoud Cable Kms 183442.0 183442.0 0.02 False None None False None False 3668.84 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1725277787000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1725277787000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1725277787000 0 None None ELIGIBILITY Bidders 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 1725277787000 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 1725277787000 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 1725526400000 0 None None ELIGIBILITY Blacklisted agencies/contractors are not eligible to participate in the tender. None 1725526423000 0 None None ELIGIBILITY The work done certificate attached should be issued by an officer not below the rank of Executive Engineer. None 1725526463000 0 None None ELIGIBILITY Conditional LOC (Line of credit)/ Bankers certificate shall not be accepted and the tender bid shall be rejected. None 1725526482000 0 None None ELIGIBILITY Turnover certificate from CA with valid UDIN No. to be furnished along with necessary documents. None 1725526507000 0 None None ELIGIBILITY GST shall be paid to the tendered amount separately. None 1725526553000 1 None None ELIGIBILITY Financial turnover of previous years shall be given a weightage of 10% per year to bring them to the price level of the 2024-25 None 1725526625000 0 None None ELIGIBILITY Tenderers are required to read the Bid Documents carefully before submission of their bid. None 1725871075000 0 None None ELIGIBILITY All conditions as per bid document attached. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction) None None None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None Each tenderer in its name should have in the last five years i.e., 2019-20 to 2023-24, Executed in any one year (for a continuous period of 12 months) the following minimum quantities of work 1.Earthwork excavation /Embankment-322.00Cum 2. PCC/RCC/DLC/PQC -89.00 Cum, 3. Reinforcement Steel-6.00 Tonns, 4. All types ofmasonry- 302.00cum, 5. Plastering 1340.00Sqm Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Tenderer in his name should have in the last five years i.e., 2019-20 to 2023-24, satisfactory completed, at least one similar Building work of value not less than Rs. 32.27 Lakhs as prime contractor. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Company registration certificate Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Registration Certificate issued by the officer not below the rank of Chief Engineer or Equivalent None None None None Bid capacity (AXNX2.5-B) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- BID Capacity None None None None Each tenderer in its name should have in the last five years i.e., 2019-20 to 2023-24nAchieved in at least two financial years a minimum annual financial turnover of Rs. 64.54 Lakhs Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Liquid assets and /or availability of credit facilities of no less than Rs.19.36 Lakhs(estimated cash fow for 3 months of peak construction period (Unconditional Credit lines/ letters of credit/ certifcates from banks for meeting the fund requirement etc). Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Company Registration Certificate True Technical Bid List of existing commitments and ongoing works True Technical Bid Work Done Certifcate True Technical Bid Line of credit certificate/bankers certificate True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Buildings Shivamogga Soraba Shimoga SORAB Anavatti None None None None None None Buildings Shivamogga Soraba Shimoga SORAB Anavatti None None None None None None Buildings Shivamogga Soraba Shimoga SORAB Anavatti None None None None None None
tenderAddress	createdTs 1725872821000 version 0 createdDate None modifiedDate None blockNumber District commisioner offce, Savalanga road DC office Shivamogga. street None city Shivamogga state Karnataka pin 577201
tenderRecallDTO	None