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noticeInvitingTenderDTO	createdTs 1706788256056 version 6 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 1880.00 emd 149800.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 14-02-2024 16:00:00 tenderQueryClose 07-02-2024 17:30:00 technicalBidOpen 15-02-2024 16:05:00 publishedDate 02-02-2024 11:57:07 publishedByPost PWD_EE_DIV_GAD publishedByUser KPE11642 - V N PATIL bidValidityPeriod 90 noOfCalls 2 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson EE PWD GADAG splitEmdRequiredYn True emdBankGuarantee 99800.00 emdCash 50000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 8372238782 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1706788256058 version 20 createdDate None modifiedDate None tenderNumber PWD/2023-24/BD/WORK_INDENT6392/CALL-2 title package 1) Construction of Two Class Rooms for Government High School at Shagyoti Village Gadag Dist/Tq (32.80 Lakhs) 2) Construction of Two Class Rooms for Government Higher Primary School at Chikkahandigol Village Gadag Dist/Tq (27.80 Lakhs) 3) Construction of Two Class Rooms for Government Higher Primary School at Madaganur Village Gadag Dist/Tq (27.80 Lakhs) description package -6 1) Construction of Two Class Rooms for Government High School at Shagyoti Village Gadag Dist/Tq (32.80 Lakhs) 2) Construction of Two Class Rooms for Government Higher Primary School at Chikkahandigol Village Gadag Dist/Tq (27.80 Lakhs) 3) Construction of Two Class Rooms for Government Higher Primary School at Madaganur Village Gadag Dist/Tq (27.80 Lakhs) (88.40 lakh) category WORKS categoryText Works ecv 7488361.05 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1682 locationName PWD Division Office Gadaga provisionalAmount 8840000.0 groupOverheadTotal 0.0 fileNumber kpwd8443Special202324-01
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1706788256000 0 None None Buildings 1 Construction of Two Class Rooms for Government Higher Primary School at Shagyoti Village Gadag Dist Tq (32.80 Lakhs) 2727715.55 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2381403 70805 None Vol No-1 pg no-08 I No 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurten ances required to complete the work. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 95.0 95.0 60.0 False None None False None False 5700.0 0 2381404 70805 None Vol No-1 pg no-08 I No 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the In all kinds of soils Depth upto 3 m ---- Work should be carried out as per the direction of engineer incharge of work. Cum 102.0 102.0 218.75 False None None False None False 22312.5 0 2381405 70805 None Vol No-2 pg no-05 I No 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specific ations. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 118.0 118.0 128.33 False None None False None False 15142.94 0 2381406 70805 None Vol No-2 pg no 11 I No 1.23 Providing and Filling in foundation with granite / trap broken metal 100mm. And down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 2682.0 2682.0 19.13 False None None False None False 51306.66 0 2381407 70805 None Vol No-1 pg no-15 No 2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggre gates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. Cum 5989.0 5989.0 31.82 False None None False None False 190569.98 0 2381408 70805 None Vol No-1 pg no-15I No 2.2.3 Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specification s.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6336.0 6336.0 31.88 False None None False None False 201991.68 0 2381409 70805 None Vol-1 pg No.-111 (8 Percentage ) Additional for formwork, Centering & Scaffolding for Sl No 1 a: Foundation upto plinth Isolated As per Appendix-I in Volume-1 of page No.-111 (@8% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 506.88 506.88 31.88 False None None False None False 16159.3344 0 2381410 70805 None Vol No-1 pg no-16I No 2.3.2 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6480.0 6480.0 12.65 False None None False None False 81972.0 0 2381411 70805 None Vol-1 pg No.-111 Additional for formwork, Centering & Scaffolding for Sl No 9 : RCC Columns / Shaft (Slip Centering) in Volume-1 of page No.-111 (@70% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4536.0 4536.0 2.08 False None None False None False 9434.88 0 2381412 70805 None Vol-1 pg No.-112 Additional for formwork, Centering & Scaffolding for Sl No 11 : Earth retaining structures in Volume-1 of page No.-112(@10% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 648.0 648.0 10.57 False None None False None False 6849.36 0 2381413 70805 None Vol No-1 pg no-7I 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. If the height of embankment construction is more than 1.50 m add 5% per for every 1.50 m height or part there off ---- Work should be carried out as per the direction of engineer incharge of work. Cum 474.0 474.0 308.3 False None None False None False 146134.2 0 2381414 70805 None Vol No-1 pg no-16I No2.4.1 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6404.0 6404.0 1.67 False None None False None False 10694.68 0 2381415 70805 None Vol No-1 pg no-16 I No 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggrgates 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 .M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6843.0 6843.0 45.19 False None None False None False 309235.17 0 2381416 70805 None Vol-1 pg No.-111 Additional for formwork, Centering & Scaffolding for Sl No 9 : RCC Columns / Shaft (Slip Centering) in Volume-1 of page No.-111 (@70% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4790.1 4790.1 5.4 False None None False None False 25866.54 0 2381417 70805 None Vol-1 pg No.-111 Additional for formwork, Centering & Scaffolding for Sl No 02 : Plinth Beams of Buildings in Volume-1 of page No.-111 (@50% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3421.5 3421.5 8.05 False None None False None False 27543.075 0 2381418 70805 None Vol-1 pg No.-112 Additional for formwork, Centering & Scaffolding for Sl No 14 : RCC Beams, Lintels & Troughs of Aqueducts in Volume-1 of page No.-112 (@60% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4105.8 4105.8 9.87 False None None False None False 40524.246 0 2381419 70805 None Vol-1 pg No.-112 Additional for formwork, Centering & Scaffolding for Sl No 19 : Chejjas, Canopy & Other Architectural projections of minor sections in Volume-1 of page No.-112 (@45% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3079.35 3079.35 1.08 False None None False None False 3325.698 0 2381420 70805 None Vol-1 pg No.-112 Additional for formwork, Centering & Scaffolding for Sl No 15 : RCC Roof Slabs in Volume-1 of page No.-112 (@ 50% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3421.5 3421.5 18.14 False None None False None False 62066.01 0 2381421 70805 None Vol-1 pg No.-112 50 Additional for formwork, Centering & Scaffolding for Sl No 16 :Staircase and other similar structures in Volume-1 of page No.-112 (@ 50% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3421.5 3421.5 2.65 False None None False None False 9066.975 0 2381422 70805 None Vol No-1 pg no-18 I No 2.11a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specific ation.a)Buildings ---- Work should be carried out as per the direction of engineer incharge of work. MT 89457.0 89457.0 5.63 False None None False None False 503642.91 0 2381423 70805 None Vol No-2 pg no-14 I No 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7969.0 7969.0 42.68 False None None False None False 340116.92 0 2381424 70805 None Vol No-2 pg no-14 I No 6.15 Providing Half brick masonry with common burnt clay Non Modularbricks of class designation 3.5 in superstructure above plinth level upto floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1033.0 1033.0 7.92 False None None False None False 8181.36 0 2381425 70805 None Vol No-2 pg no-41 I No 8.2.1 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 295.0 295.0 168.2 False None None False None False 49619.0 0 2381426 70805 None Vol No-2 pg no-42 I No 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 371.0 371.0 295.96 False None None False None False 109801.16 0 2381427 70805 None Vol No-2 pg no-64 I No 9.34 Flooring with 25mm thick polished tandur blue stone slabs using cementmortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1545.0 1545.0 136.86 False None None False None False 211448.7 0 2381428 70805 None Vol No-2 pg no-86I No 11.34B 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 withapproved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. ---- Work should be carried out as per the direction of engineer incharge of work. Kg 183.0 183.0 323.19 False None None False None False 59143.77 0 2381429 70805 None Vol No-2 pg no-81 I No 11.14.3.1 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle thre shold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge: Profile E Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of theEngineer-in-Charge. ---- Work should be carried out as per the direction of engineer incharge of work. m 531.0 531.0 13.2 False None None False None False 7009.2 0 2381430 70805 None Vol No-2 pg no-77 I No 11.5.1 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 4478.0 4478.0 5.04 False None None False None False 22569.12 0 2381431 70805 None Vol No-2 pg no-109 I No 12.84 Providing & fixing of 2-track 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVCirections of the Engineer-in-Charge.honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm .Maximum possible size 1219mm 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 5023.0 5023.0 8.64 False None None False None False 43398.72 0 2381432 70805 None Vol No-2 pg no-50 I No 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 100.0 100.0 297.36 False None None False None False 29736.0 0 2381433 70805 None Vol No-2 pg no-45 I No8.25 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. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 137.0 137.0 297.36 False None None False None False 40738.32 0 2381434 70805 None Vol No-2 pg no-45 I No8.27 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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 perspecifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 53.0 53.0 295.95 False None None False None False 15685.35 0 2381435 70805 None Vol No-2 pg no-45 I No8.28 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoro ughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 89.0 89.0 295.95 False None None False None False 26339.55 0 2381436 70805 None Vol No-2 pg no-48 No8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 115.0 115.0 28.11 False None None False None False 3232.65 0 2381437 70805 None Vol No-2 pg no-49 I No8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge ---- Work should be carried out as per the direction of engineer incharge of work. cm 4.0 4.0 4000.0 False None None False None False 16000.0 0 2381438 70805 None Vol No-2 pg no-49 I No8.43 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :Two coats on new work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 94.0 94.0 11.52 False None None False None False 1082.88 0 2381439 70805 None Vol No-2 pg no-125 I no -13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water 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 socketed pipes 100 mm diameter ---- Work should be carried out as per the direction of engineer incharge of work. m 291.0 291.0 14.0 False None None False None False 4074.0 0 1706788256000 0 None None Buildings 1 Construction of Two Class Rooms for Government Higher Primary School at Shagyoti Village Gadag Dist Tq (32.80 Lakhs) (Electrificaiton) 49858.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2381440 70806 None Volume-6 PWD Part-1 (Page No.2 Item No.1.1.1) Open Conduit System Concealed Conduit System :Supplying heavy gauge PVC conduit pipe mm dia mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary19/20mm dia 2mm thick ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 69.0 69.0 30.0 False None None False None False 2070.0 0 2381441 70806 None Volume-6 PWD Part-1 (Page No.2 Item No.1.1.2) Concealed Conduit System :Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary25mm dia 2mm thick ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 81.0 81.0 16.0 False None None False None False 1296.0 0 2381442 70806 None Volume-6 PWD Part-1 (Page No.2 Item No.1.3.1) Supplying heavy gauge PVC Conduit Pipe 25dia 2mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.19/20mm dia 2mm thick ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 68.0 68.0 12.0 False None None False None False 816.0 0 2381443 70806 None Volume-6 PWD Part-1 (Page No.2 Item No.1.3.2) Supplying heavy gauge PVC Conduit Pipe 25dia 2mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.25mm dia 2mm thick ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 79.0 79.0 12.0 False None None False None False 948.0 0 2381444 70806 None Volume-6 PWD Part-1 (Page No.3Item No.1.9.2) Supplying PVC/GI flexible conduit pipe .... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300mm using NF screws and on either end of the pipe terminated completely25mm ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 22.0 22.0 4.0 False None None False None False 88.0 0 2381445 70806 None Volume-6 PWD Part-1 (Page No.5 Item No.2.2.1) PSupplying and wiring adopting loop system in existing PVC Conduit/casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulatedcopper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box,the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Short point upto 3Mtr from tapping point to out let via switch box ---- Work should be carried out as per the direction of engineer incharge of work. Point 269.0 269.0 12.0 False None None False None False 3228.0 0 2381446 70806 None Volume-6 PWD Part-1 (Page No.5 Item No.2.2.2) Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch ---- Work should be carried out as per the direction of engineer incharge of work. Point 379.0 379.0 2.0 False None None False None False 758.0 0 2381447 70806 None Volume-6 PWD Part-1 (Page No.5 Item No.2.2.3) Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box ---- Work should be carried out as per the direction of engineer incharge of work. Point 555.0 555.0 2.0 False None None False None False 1110.0 0 2381448 70806 None 2.3.2Volume6 PWD Part-1 (Page No.5 Item No.2.3.2) Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,1.5 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP. ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 26.0 26.0 60.0 False None None False None False 1560.0 0 2381449 70806 None Volume-6 PWD Part-1 (Page No.5 Item No.2.3.3) Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,2.5 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP. ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 42.0 42.0 70.0 False None None False None False 2940.0 0 2381450 70806 None Volume-6 PWD Part-1 (Page No.5 Item No.2.3.4) Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,4 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP. ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 63.0 63.0 40.0 False None None False None False 2520.0 0 2381451 70806 None Volume-6 PWD Part-1 (Page No.8 Item No.3.4.1) Supplying and flush mounting powder coated / galvanized metal box size 1-2 way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall ---- Work should be carried out as per the direction of engineer incharge of work. Each 138.0 138.0 4.0 False None None False None False 552.0 0 2381452 70806 None Volume-6 PWD Part-1 (Page No.8 Item No.3.4.3) Supplying and flush mounting powder coated / galvanized metal box size 4-5way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall ---- Work should be carried out as per the direction of engineer incharge of work. Each 177.0 177.0 2.0 False None None False None False 354.0 0 2381453 70806 None Volume-6 PWD Part-1 (Page No.8 Item No.3.4.5) Supplying and flush mounting powder coated / galvanized metal box size 8way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall ---- Work should be carried out as per the direction of engineer incharge of work. Each 261.0 261.0 2.0 False None None False None False 522.0 0 2381454 70806 None Volume-6 PWD Part-1 (Page No.8 Item No.3.4.6) Supplying and flush mounting powder coated / galvanized metal box size10-12way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall ---- Work should be carried out as per the direction of engineer incharge of work. Each 319.0 319.0 2.0 False None None False None False 638.0 0 2381455 70806 None Volume-6 PWD Part-1 (Page No.8 Item No.3.5.2) Supplying and fixing superior quality 3Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal box. ---- Work should be carried out as per the direction of engineer incharge of work. Each 161.0 161.0 2.0 False None None False None False 322.0 0 2381456 70806 None Volume-6 PWD Part-1 (Page No.8 Item No.3.5.3) Supplying and fixing superior quality 4Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal box. ---- Work should be carried out as per the direction of engineer incharge of work. Each 175.0 175.0 2.0 False None None False None False 350.0 0 2381457 70806 None Volume-6 PWD Part-1 (Page No.5 Item No.3.5.5) Supplying and fixing superior quality 8 modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metalbox. ---- Work should be carried out as per the direction of engineer incharge of work. Each 284.0 284.0 2.0 False None None False None False 568.0 0 2381458 70806 None Volume-6 PWD Part-1 (Page No.8 Item No.3.5.6) Supplying and fixing superior quality 10-12Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metalbox. ---- Work should be carried out as per the direction of engineer incharge of work. Each 344.0 344.0 2.0 False None None False None False 688.0 0 2381459 70806 None Volume-6 PWD Part-1 (Page No.9 Item No.3.6.1) Supplying and fixing of 6Amps 0ne way modular switch on existing modular switch plate as per IS 3854 and IS 1293. ---- Work should be carried out as per the direction of engineer incharge of work. Each 102.0 102.0 18.0 False None None False None False 1836.0 0 2381460 70806 None Volume-6 PWD Part-1 (Page No.9 Item No.3.6.3) Supplying and fixing of 6Amps 3way modular Socketc on existing modular switch plate as per IS 3854 and IS 1293. ---- Work should be carried out as per the direction of engineer incharge of work. Each 171.0 171.0 8.0 False None None False None False 1368.0 0 2381461 70806 None Volume-6 PWD Part-1 (Page No.9 Item No.3.6.4) Supplying and fixing of modular stepped electronic fan regulator on existing modular switch plate as per and IS 1293. ---- Work should be carried out as per the direction of engineer incharge of work. Each 357.0 357.0 4.0 False None None False None False 1428.0 0 2381462 70806 None Volume-6 PWD Part-1 (Page No.9 Item No.3.6.7) Supplying and fixing of 16Amps 0ne way modular switch on existing modular switch plate as per IS 3854 and IS 1293. ---- Work should be carried out as per the direction of engineer incharge of work. Each 180.0 180.0 2.0 False None None False None False 360.0 0 2381463 70806 None Volume-6 PWD Part-1 (Page No.9 Item No.3.6.9) Supplying and fixing of32Amps modular DP Switch on existing modular switch plate as per IS 3854 and IS 1293. ---- Work should be carried out as per the direction of engineer incharge of work. Each 326.0 326.0 2.0 False None None False None False 652.0 0 2381464 70806 None Volume-6 PWD Part-1 (Page No.9 Item No.3.6.10) Supplying and fixing of6/16amps modular Universal Socket on existing modular switch plate as per IS 3854 and IS 1293. ---- Work should be carried out as per the direction of engineer incharge of work. Each 236.0 236.0 2.0 False None None False None False 472.0 0 2381465 70806 None Volume-6 PWD Part-1 (Page No.10 Item No.3.14.6) Supplying and fixing of 6Amps pendent holder on existing board. ---- Work should be carried out as per the direction of engineer incharge of work. Each 71.0 71.0 4.0 False None None False None False 284.0 0 2381466 70806 None Volume-6 PWD Part-1 (Page No.14 Item No.5.7.3) Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers.63amps ---- Work should be carried out as per the direction of engineer incharge of work. Each 401.0 401.0 2.0 False None None False None False 802.0 0 2381467 70806 None Volume-6 PWD Part-1 (Page No.30 Item No.6.3.1) Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system. 48" Sweep (1200mm) Economy model ---- Work should be carried out as per the direction of engineer incharge of work. Each 2984.0 2984.0 4.0 False None None False None False 11936.0 0 2381468 70806 None Volume-6 PWD Part-1 (Page No.43 Item No.11.3.2) LED Indoor Supplying of 1x4' feet - LED PVC Square Batten 20/22W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50Hz & Power factor 0.9 along with CE approved drivers. 2 years Warranty against any manufacturing defect working under standard electrical condition ---- Work should be carried out as per the direction of engineer incharge of work. Each 690.0 690.0 4.0 False None None False None False 2760.0 0 2381469 70806 None Volume-6 PWD Part-1 (Page No.47 Item No.11.11.4) Supplying & fixing of retrofit type - LED bulb ...... W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI 70%. efficacy 80 lumen per W, life 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF 0.95, power loss should 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. ---- Work should be carried out as per the direction of engineer incharge of work. Each 154.0 154.0 4.0 False None None False None False 616.0 0 2381470 70806 None Volume-6 PWD Part-1 (Page No.56 Item No.13.7.1) Fixing all types and all capacities of fluorescent / false ceiling / spot light / CFL / LED fittings indoor on the wall / ceiling / rafters / girders using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps. ---- Work should be carried out as per the direction of engineer incharge of work. Each 122.0 122.0 8.0 False None None False None False 976.0 0 2381471 70806 None Volume-6 PWD Part-1 (Page No.57 Item No.13.10) Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. ---- Work should be carried out as per the direction of engineer incharge of work. Each 171.0 171.0 4.0 False None None False None False 684.0 0 2381472 70806 None ESCOM SR 2023-24 Item No.51.01 Page No.22) Grounding Material GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg (ESCOM SR 2023-24 Item No.51.01 Page No.22) ---- Work should be carried out as per the direction of engineer incharge of work. Each 743.0 743.0 2.0 False None None False None False 1486.0 0 2381473 70806 None ESCOM SR 2023-24 Item No.51.02 Page No.22) Grounding Material Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each (BESCOM Part-III 11 KV Materials Item No.54.02 Page No.17) ---- Work should be carried out as per the direction of engineer incharge of work. Each 676.0 676.0 2.0 False None None False None False 1352.0 0 2381474 70806 None 23-24 Item No.1.6.1 ordinary soil Page No.43) Digging of Pit for providing GI Pipe type Earthing Ordinary Soil (ESCOM SR 2023-24 Item No.1.6.1 ordinary soil Page No.43) ---- Work should be carried out as per the direction of engineer incharge of work. Per Pit 759.0 759.0 2.0 False None None False None False 1518.0 0 1706788256000 0 None None Buildings 2 Construction of Two Class Rooms for Government Higher Primary School at Chikkahandigol Village Gadag Dist/Tq (Rs.27.80) Lakhs 2305535.75 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2381475 70807 None Vol No-1 pg no-08I 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 appurten ances required to complete the work. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 95.0 95.0 48.6 False None None False None False 4617.0 0 2381476 70807 None Vol No-1 pg no-08 I No 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the In all kinds of soils Depth upto 3 m ---- Work should be carried out as per the direction of engineer incharge of work. Cum 102.0 102.0 182.92 False None None False None False 18657.84 0 2381477 70807 None Vol No-2 pg no-05I No 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specific ations. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 118.0 118.0 112.78 False None None False None False 13308.04 0 2381478 70807 None Vol No-2 pg no 11 I No 1.23 Providing and Filling in foundation with granite / trap broken metal 100mm. And down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 2682.0 2682.0 21.3 False None None False None False 57126.6 0 2381479 70807 None Vol No-1 pg no-15 I No 2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggre gates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. Cum 5989.0 5989.0 30.58 False None None False None False 183143.62 0 2381480 70807 None Vol No-1 pg no-15I No 2.2.3 Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specification s.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6336.0 6336.0 26.9 False None None False None False 170438.4 0 2381481 70807 None Vol-1 pg No.-111 (8 Percentage ) Additional for formwork, Centering & Scaffolding for Sl No 1 a: Foundation upto plinth Isolated As per Appendix-I in Volume-1 of page No.-111 (@8% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 506.88 506.88 26.9 False None None False None False 13635.072 0 2381482 70807 None Vol No-1 pg no-16I No 2.3.2 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6480.0 6480.0 11.45 False None None False None False 74196.0 0 2381483 70807 None Vol-1 pg No.-111 70 Additional for formwork, Centering & Scaffolding for Sl No 8: Columns & Piers As per Appendix-I in Volume-1 of page No.-111 (@70% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4536.0 4536.0 2.08 False None None False None False 9434.88 0 2381484 70807 None Vol-1 pg No.-112 Additional for formwork, Centering & Scaffolding for Sl No 2: Earth retaining structure drainages As per Appendix-I in Volume-1 of page No.-112(@10% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 648.0 648.0 9.37 False None None False None False 6071.76 0 2381485 70807 None Vol No-1 pg no-7I 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. If the height of embankment construction is more than 1.50 m add 5% per for every 1.50 m height or part there off ---- Work should be carried out as per the direction of engineer incharge of work. Cum 474.0 474.0 247.65 False None None False None False 117386.1 0 2381486 70807 None Vol No-1 pg no-16I No2.4.1 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6404.0 6404.0 3.09 False None None False None False 19788.36 0 2381487 70807 None Vol No-1 pg no-16 I No 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggrgates 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 .M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6843.0 6843.0 35.76 False None None False None False 244705.68 0 2381488 70807 None Vol-1 pg No.-111 Additional for formwork, Centering & Scaffolding for Sl No 8: Columns & Piers As per Appendix-I in Volume-1 of page No.-111 (@70% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4790.1 4790.1 5.0 False None None False None False 23950.5 0 2381489 70807 None Vol-1 pg No.-111 Additional for formwork, Centering & Scaffolding for Sl No 12 : plinth beam As per corrigendam 3 Appendix-I in Volume-1 of page No.-111 (@50% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3421.5 3421.5 7.02 False None None False None False 24018.93 0 2381490 70807 None Vol-1 pg No.-112 Additional for formwork, Centering & Scaffolding for Sl No 12 : beam & lintels As per Appendix-I in Volume-1 of page No.-112 (@60% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4105.8 4105.8 8.56 False None None False None False 35145.648 0 2381491 70807 None Vol-1 pg No.-112 Additional for formwork, Centering & Scaffolding for Sl No 20 : Chejjas, Canopy & Other Architectural projections of minor sections As per Appendix-I in Volume-1 of page No.-112 (@45% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3079.35 3079.35 1.08 False None None False None False 3325.698 0 2381492 70807 None Vol-1 pg No.-112 Additional for formwork, Centering & Scaffolding for Sl No 13 : Roof straight As per corrigendum Appendix-I in Volume-1 of page No.-112 (@ 50% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3421.5 3421.5 14.1 False None None False None False 48243.15 0 2381493 70807 None Vol No-1 pg no-18 I No 2.11a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specific ation.a)Buildings ---- Work should be carried out as per the direction of engineer incharge of work. MT 89457.0 89457.0 4.87 False None None False None False 435655.59 0 2381494 70807 None Vol No-2 pg no-14 I No 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7969.0 7969.0 31.04 False None None False None False 247357.76 0 2381495 70807 None Vol No-2 pg no-14 I No 6.15 Providing Half brick masonry with common burnt clay Non Modularbricks of class designation 3.5 in superstructure above plinth level upto floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1033.0 1033.0 9.36 False None None False None False 9668.88 0 2381496 70807 None Vol No-2 pg no-41 I No 8.2.1 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 295.0 295.0 137.26 False None None False None False 40491.7 0 2381497 70807 None Vol No-2 pg no-42 I No 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 371.0 371.0 229.06 False None None False None False 84981.26 0 2381498 70807 None Vol No-2 pg no-64 No 9.34 Flooring with 25mm thick polished tandur blue stone slabs using cementmortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1545.0 1545.0 109.2 False None None False None False 168714.0 0 2381499 70807 None Vol No-2 pg no-86I No 11.34B 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 withapproved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. ---- Work should be carried out as per the direction of engineer incharge of work. Kg 183.0 183.0 338.94 False None None False None False 62026.02 0 2381500 70807 None Vol No-2 pg no-81 I No 11.14.3.1 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle thre shold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge: Profile E Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of theEngineer-in-Charge. ---- Work should be carried out as per the direction of engineer incharge of work. m 531.0 531.0 13.2 False None None False None False 7009.2 0 2381501 70807 None Vol No-2 pg no-77 I No 11.5.1 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 4478.0 4478.0 5.04 False None None False None False 22569.12 0 2381502 70807 None Vol No-2 pg no-79 I No 11.11.1 Providing & fixing of 2-track 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVCirections of the Engineer-in-Charge.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) ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 5023.0 5023.0 8.64 False None None False None False 43398.72 0 2381503 70807 None Vol No-2 pg no-50 I No 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 100.0 100.0 240.04 False None None False None False 24004.0 0 2381504 70807 None Vol No-2 pg no-45 I No8.25 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. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 137.0 137.0 240.04 False None None False None False 32885.48 0 2381505 70807 None Vol No-2 pg no-45 I No8.27 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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 perspecifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 53.0 53.0 229.06 False None None False None False 12140.18 0 2381506 70807 None Vol No-2 pg no-45 No8.28 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoro ughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 89.0 89.0 229.06 False None None False None False 20386.34 0 2381507 70807 None Vol No-2 pg no-48 No8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 115.0 115.0 28.86 False None None False None False 3318.9 0 2381508 70807 None Vol No-2 pg no-49 No8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge ---- Work should be carried out as per the direction of engineer incharge of work. cm 4.0 4.0 4000.0 False None None False None False 16000.0 0 2381509 70807 None Vol No-2 pg no-49 I No8.43 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :Two coats on new work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 94.0 94.0 17.28 False None None False None False 1624.32 0 2381510 70807 None Vol No-2 pg no-125 I no -13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water 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 socketed pipes 100 mm diameter ---- Work should be carried out as per the direction of engineer incharge of work. m 291.0 291.0 21.0 False None None False None False 6111.0 0 1706788256000 0 None None Buildings Construction of Two Class Rooms for Government Higher Primary School at Chikkahandigol Village Gadag DistTq (ELECTRIFICATION 49858.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2381511 70808 None Volume-6 PWD Part-1 (Page No.2 Item No.1.1.1) Open Conduit System Concealed Conduit System :Supplying heavy gauge PVC conduit pipe mm dia mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary19/20mm dia 2mm thick ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 69.0 69.0 30.0 False None None False None False 2070.0 0 2381512 70808 None Volume-6 PWD Part-1 (Page No.2 Item No.1.1.2) Concealed Conduit System :Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary25mm dia 2mm thick ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 81.0 81.0 16.0 False None None False None False 1296.0 0 2381513 70808 None Volume-6 PWD Part-1 (Page No.2 Item No.1.3.1) Supplying heavy gauge PVC Conduit Pipe 25dia 2mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.19/20mm dia 2mm thick ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 68.0 68.0 12.0 False None None False None False 816.0 0 2381514 70808 None Volume-6 PWD Part-1 (Page No.2 Item No.1.3.2) Supplying heavy gauge PVC Conduit Pipe 25dia 2mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.25mm dia 2mm thick ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 79.0 79.0 12.0 False None None False None False 948.0 0 2381515 70808 None Volume-6 PWD Part-1 (Page No.3Item No.1.9.2) Supplying PVC/GI flexible conduit pipe .... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300mm using NF screws and on either end of the pipe terminated completely25mm ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 22.0 22.0 4.0 False None None False None False 88.0 0 2381516 70808 None Volume-6 PWD Part-1 (Page No.5 Item No.2.2.1) Supplying and wiring adopting loop system in existing PVC Conduit/casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulatedcopper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box,the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Short point upto 3Mtr from tapping point to out let via switch box ---- Work should be carried out as per the direction of engineer incharge of work. Point 269.0 269.0 12.0 False None None False None False 3228.0 0 2381517 70808 None Volume-6 PWD Part-1 (Page No.5 Item No.2.2.2) Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch ---- Work should be carried out as per the direction of engineer incharge of work. Point 379.0 379.0 2.0 False None None False None False 758.0 0 2381518 70808 None Volume-6 PWD Part-1 (Page No.5 Item No.2.2.3) Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box ---- Work should be carried out as per the direction of engineer incharge of work. Point 555.0 555.0 2.0 False None None False None False 1110.0 0 2381519 70808 None 2.3.2Volume-6 PWD Part-1 (Page No.5 Item No.2.3.2 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,1.5 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP. ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 26.0 26.0 60.0 False None None False None False 1560.0 0 2381520 70808 None Volume-6 PWD Part-1 (Page No.5 Item No.2.3.3) Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,2.5 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP. ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 42.0 42.0 70.0 False None None False None False 2940.0 0 2381521 70808 None Volume-6 PWD Part-1 (Page No.5 Item No.2.3.4) Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,4 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP. ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 63.0 63.0 40.0 False None None False None False 2520.0 0 2381522 70808 None Volume-6 PWD Part-1 (Page No.8 Item No.3.4.1) Supplying and flush mounting powder coated / galvanized metal box size 1-2 way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall ---- Work should be carried out as per the direction of engineer incharge of work. Each 138.0 138.0 4.0 False None None False None False 552.0 0 2381523 70808 None Volume-6 PWD Part-1 (Page No.8 Item No.3.4.3) Supplying and flush mounting powder coated / galvanized metal box size 4-5way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall ---- Work should be carried out as per the direction of engineer incharge of work. Each 177.0 177.0 2.0 False None None False None False 354.0 0 2381524 70808 None Volume-6 PWD Part-1 (Page No.8 Item No.3.4.5) Supplying and flush mounting powder coated / galvanized metal box size 8way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall ---- Work should be carried out as per the direction of engineer incharge of work. Each 261.0 261.0 2.0 False None None False None False 522.0 0 2381525 70808 None Volume-6 PWD Part-1 (Page No.8 Item No.3.4.6) Supplying and flush mounting powder coated / galvanized metal box size10-12way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall ---- Work should be carried out as per the direction of engineer incharge of work. Each 319.0 319.0 2.0 False None None False None False 638.0 0 2381526 70808 None Volume-6 PWD Part-1 (Page No.8 Item No.3.5.2) Supplying and fixing superior quality 3Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal box. ---- Work should be carried out as per the direction of engineer incharge of work. Each 161.0 161.0 2.0 False None None False None False 322.0 0 2381527 70808 None Volume-6 PWD Part-1 (Page No.8 Item No.3.5.3) Supplying and fixing superior quality 4Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal box. ---- Work should be carried out as per the direction of engineer incharge of work. Each 175.0 175.0 2.0 False None None False None False 350.0 0 2381528 70808 None Volume-6 PWD Part-1 (Page No.5 Item No.3.5.5) Supplying and fixing superior quality 8 modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metalbox. ---- Work should be carried out as per the direction of engineer incharge of work. Each 284.0 284.0 2.0 False None None False None False 568.0 0 2381529 70808 None Volume-6 PWD Part-1 (Page No.8 Item No.3.5.6) Supplying and fixing superior quality 10-12Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metalbox. ---- Work should be carried out as per the direction of engineer incharge of work. Each 344.0 344.0 2.0 False None None False None False 688.0 0 2381530 70808 None Volume-6 PWD Part-1 (Page No.9 Item No.3.6.1) Supplying and fixing of 6Amps 0ne way modular switch on existing modular switch plate as per IS 3854 and IS 1293. ---- Work should be carried out as per the direction of engineer incharge of work. Each 102.0 102.0 18.0 False None None False None False 1836.0 0 2381531 70808 None Volume-6 PWD Part-1 (Page No.9 Item No.3.6.3) Supplying and fixing of 6Amps 3way modular Socketc on existing modular switch plate as per IS 3854 and IS 1293. ---- Work should be carried out as per the direction of engineer incharge of work. Each 171.0 171.0 8.0 False None None False None False 1368.0 0 2381532 70808 None Volume-6 PWD Part-1 (Page No.9 Item No.3.6.4) Supplying and fixing of modular stepped electronic fan regulator on existing modular switch plate as per and IS 1293. ---- Work should be carried out as per the direction of engineer incharge of work. Each 357.0 357.0 4.0 False None None False None False 1428.0 0 2381533 70808 None Volume-6 PWD Part-1 (Page No.9 Item No.3.6.7) Supplying and fixing of 16Amps 0ne way modular switch on existing modular switch plate as per IS 3854 and IS 1293. ---- Work should be carried out as per the direction of engineer incharge of work. Each 180.0 180.0 2.0 False None None False None False 360.0 0 2381534 70808 None Volume-6 PWD Part-1 (Page No.9 Item No.3.6.9) Supplying and fixing of32Amps modular DP Switch on existing modular switch plate as per IS 3854 and IS 1293. ---- Work should be carried out as per the direction of engineer incharge of work. Each 326.0 326.0 2.0 False None None False None False 652.0 0 2381535 70808 None Volume-6 PWD Part-1 (Page No.9 Item No.3.6.10) Supplying and fixing of6/16amps modular Universal Socket on existing modular switch plate as per IS 3854 and IS 1293. ---- Work should be carried out as per the direction of engineer incharge of work. Each 236.0 236.0 2.0 False None None False None False 472.0 0 2381536 70808 None Volume-6 PWD Part-1 (Page No.10 Item No.3.14.6) Supplying and fixing of 6Amps pendent holder on existing board. ---- Work should be carried out as per the direction of engineer incharge of work. Each 71.0 71.0 4.0 False None None False None False 284.0 0 2381537 70808 None Volume-6 PWD Part-1 (Page No.14 Item No.5.7.3) Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers.63amps ---- Work should be carried out as per the direction of engineer incharge of work. Each 401.0 401.0 2.0 False None None False None False 802.0 0 2381538 70808 None Volume-6 PWD Part-1 (Page No.30 Item No.6.3.1) Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system. 48" Sweep (1200mm) Economy model ---- Work should be carried out as per the direction of engineer incharge of work. Each 2984.0 2984.0 4.0 False None None False None False 11936.0 0 2381539 70808 None Volume-6 PWD Part-1 (Page No.43 Item No.11.3.2) LED Indoor Supplying of 1x4' feet - LED PVC Square Batten 20/22W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50Hz & Power factor 0.9 along with CE approved drivers. 2 years Warranty against any manufacturing defect working under standard electrical condition ---- Work should be carried out as per the direction of engineer incharge of work. Each 690.0 690.0 4.0 False None None False None False 2760.0 0 2381540 70808 None Volume6 PWD Part-1 (Page No.47 Item No.11.11.4) Supplying & fixing of retrofit type LED bulb . W with OPAL acrylicdiffuser comprising of LED source with CCT 6500 degree K, CRI 7. efficacy 80 lumen per W, life 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF 0.95, power loss should 5 of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABLCPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. ---- Work should be carried out as per the direction of engineer incharge of work. Each 154.0 154.0 4.0 False None None False None False 616.0 0 2381541 70808 None Volume-6 PWD Part-1 (Page No.56 Item No.13.7.1) Fixing all types and all capacities of fluorescent / false ceiling / spot light / CFL / LED fittings indoor on the wall / ceiling / rafters / girders using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps. ---- Work should be carried out as per the direction of engineer incharge of work. Each 122.0 122.0 8.0 False None None False None False 976.0 0 2381542 70808 None Volume-6 PWD Part-1 (Page No.57 Item No.13.10) Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. ---- Work should be carried out as per the direction of engineer incharge of work. Each 171.0 171.0 4.0 False None None False None False 684.0 0 2381543 70808 None ESCOM SR 2023-24 Item No.51.01 Page No.22) Grounding Material GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg (ESCOM SR 2023-24 Item No.51.01 Page No.22) ---- Work should be carried out as per the direction of engineer incharge of work. Each 743.0 743.0 2.0 False None None False None False 1486.0 0 2381544 70808 None ESCOM SR 2023-24 Item No.51.02 Page No.22) Grounding Material Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each (BESCOM Part-III 11 KV Materials Item No.54.02 Page No.17) ---- Work should be carried out as per the direction of engineer incharge of work. Each 676.0 676.0 2.0 False None None False None False 1352.0 0 2381545 70808 None ESCOM SR 202324 Item No.1.6.1 ordinary soil Pg.43 Digging of Pit for providing GI Pipe type Earthing Ordinary Soil (ESCOM SR 2023-24 Item No.1.6.1 ordinary soil Page No.43) ---- Work should be carried out as per the direction of engineer incharge of work. Per Pit 759.0 759.0 2.0 False None None False None False 1518.0 0 1706788256000 0 None None Buildings Construction of Two Class Rooms for Government Higher Primary School at Madaganur Village Gadag Dist/Tq (27.80 Lakhs 2305535.75 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2381546 70809 None Vol No-1 pg no-08I 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 appurten ances required to complete the work. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 95.0 95.0 48.6 False None None False None False 4617.0 0 2381547 70809 None Vol No-1 pg no-08I 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 In all kinds of soils Depth upto 3 m ---- Work should be carried out as per the direction of engineer incharge of work. Cum 102.0 102.0 182.92 False None None False None False 18657.84 0 2381548 70809 None Vol No-2 pg no-05I No 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specific ations. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 118.0 118.0 112.78 False None None False None False 13308.04 0 2381549 70809 None Vol No-2 pg no 11I No 1.23 Providing and Filling in foundation with granite / trap broken metal 100mm. And down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 2682.0 2682.0 21.3 False None None False None False 57126.6 0 2381550 70809 None Vol No-1 pg no-15I No 2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggre gates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. Cum 5989.0 5989.0 30.58 False None None False None False 183143.62 0 2381551 70809 None Vol No-1 pg no-15I No 2.2.3 Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specification s.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6336.0 6336.0 26.9 False None None False None False 170438.4 0 2381552 70809 None Vol-1 pg No.-111 (8 Percentage ) Additional for formwork, Centering & Scaffolding for Sl No 1 a: Foundation upto plinth Isolated As per Appendix-I in Volume-1 of page No.-111 (@8% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 506.88 506.88 26.9 False None None False None False 13635.072 0 2381553 70809 None Vol No-1 pg no-16I No 2.3.2 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6480.0 6480.0 11.45 False None None False None False 74196.0 0 2381554 70809 None Vol-1 pg No.-111 70 percentage Additional for formwork, Centering & Scaffolding for Sl No 8: Columns & Piers As per Appendix-I in Volume-1 of page No.-111 (@70% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4536.0 4536.0 2.08 False None None False None False 9434.88 0 2381555 70809 None Vol-1 pg No.-112 10percentage Additional for formwork, Centering & Scaffolding for Sl No 2: Earth retaining structure drainages As per Appendix-I in Volume-1 of page No.-112(@10% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 648.0 648.0 9.37 False None None False None False 6071.76 0 2381556 70809 None Vol No-1 pg no-7I 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. If the height of embankment construction is more than 1.50 m add 5 per m for every 1.50 m height or part there of ---- Work should be carried out as per the direction of engineer incharge of work. Cum 474.0 474.0 247.65 False None None False None False 117386.1 0 2381557 70809 None Vol No-1 pg no-16I No2.4.1 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6404.0 6404.0 3.09 False None None False None False 19788.36 0 2381558 70809 None Vol No-1 pg no-16 I No 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggrgates 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 .M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6843.0 6843.0 35.76 False None None False None False 244705.68 0 2381559 70809 None Vol-1 pg No.-111 70percentage Additional for formwork, Centering & Scaffolding for Sl No 8: Columns & Piers As per Appendix-I in Volume-1 of page No.-111 (@70% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4790.1 4790.1 5.0 False None None False None False 23950.5 0 2381560 70809 None Vol-1 pg No.-111 (50percentage) Additional for formwork, Centering & Scaffolding for Sl No 12 : plinth beam As per corrigendam 3 Appendix-I in Volume-1 of page No.-111 (@50% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3421.5 3421.5 7.02 False None None False None False 24018.93 0 2381561 70809 None Vol-1 pg No.-112 (60percentage ) Additional for formwork, Centering & Scaffolding for Sl No 12 : beam & lintels As per Appendix-I in Volume-1 of page No.-112 (@60% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4105.8 4105.8 8.56 False None None False None False 35145.648 0 2381562 70809 None Vol-1 pg No.-112 (45percentage ) Additional for formwork, Centering & Scaffolding for Sl No 20 : Chejjas, Canopy & Other Architectural projections of minor sections As per Appendix-I in Volume-1 of page No.-112 (@45% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3079.35 3079.35 1.08 False None None False None False 3325.698 0 2381563 70809 None Vol-1 pg No.-112 (50percentage ) Additional for formwork, Centering & Scaffolding for Sl No 13 : Roof straight As per corrigendum Appendix-I in Volume-1 of page No.-112 (@ 50% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3421.5 3421.5 14.1 False None None False None False 48243.15 0 2381564 70809 None Vol No-1 pg no-18 I No 2.11a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specific ation.a)Buildings ---- Work should be carried out as per the direction of engineer incharge of work. MT 89457.0 89457.0 4.87 False None None False None False 435655.59 0 2381565 70809 None Vol No-2 pg no-14 I No 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7969.0 7969.0 31.04 False None None False None False 247357.76 0 2381566 70809 None Vol No-2 pg no-14 I No 6.15 Providing Half brick masonry with common burnt clay Non Modularbricks of class designation 3.5 in superstructure above plinth level upto floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1033.0 1033.0 9.36 False None None False None False 9668.88 0 2381567 70809 None Vol No-2 pg no-41 I No 8.2.1 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 295.0 295.0 137.26 False None None False None False 40491.7 0 2381568 70809 None Vol No-2 pg no-42 I No 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 371.0 371.0 229.06 False None None False None False 84981.26 0 2381569 70809 None Vol No-2 pg no-64 I No 9.34 Flooring with 25mm thick polished tandur blue stone slabs using cementmortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1545.0 1545.0 109.2 False None None False None False 168714.0 0 2381570 70809 None Vol No-2 pg no-86 I No 11.34B 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 withapproved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. ---- Work should be carried out as per the direction of engineer incharge of work. Kg 183.0 183.0 338.94 False None None False None False 62026.02 0 2381571 70809 None Vol No-2 pg no-81 I No 11.14.3.1 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle thre shold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge: Profile E Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of theEngineer-in-Charge. ---- Work should be carried out as per the direction of engineer incharge of work. m 531.0 531.0 13.2 False None None False None False 7009.2 0 2381572 70809 None Vol No-2 pg no-77 I No 11.5.1 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 4478.0 4478.0 5.04 False None None False None False 22569.12 0 2381573 70809 None Vol No-2 pg no-79 I No 11.11.1 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 UPVCirections of the Engineer-in-Charge.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) ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 5023.0 5023.0 8.64 False None None False None False 43398.72 0 2381574 70809 None Vol No-2 pg no-50 I No 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 100.0 100.0 240.04 False None None False None False 24004.0 0 2381575 70809 None Vol No-2 pg no-45 I No8.25 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. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 137.0 137.0 240.04 False None None False None False 32885.48 0 2381576 70809 None Vol No-2 pg no-45 I No8.27 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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 perspecifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 53.0 53.0 229.06 False None None False None False 12140.18 0 2381577 70809 None Vol No-2 pg no-45 I No8.28 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoro ughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 89.0 89.0 229.06 False None None False None False 20386.34 0 2381578 70809 None Vol No-2 pg no-48 I No8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 115.0 115.0 28.86 False None None False None False 3318.9 0 2381579 70809 None Vol No-2 pg no-49 I No8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge ---- Work should be carried out as per the direction of engineer incharge of work. cm 4.0 4.0 4000.0 False None None False None False 16000.0 0 2381580 70809 None Vol No-2 pg no-49 I No8.43 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :Two coats on new work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 94.0 94.0 17.28 False None None False None False 1624.32 0 2381581 70809 None Vol No-2 pg no-125 I no -13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water 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 socketed pipes 100 mm diameter ---- Work should be carried out as per the direction of engineer incharge of work. m 291.0 291.0 21.0 False None None False None False 6111.0 0 1706788257000 0 None None Buildings Construction of Two Class Rooms for Government Higher Primary School at Madaganur Village Gadag Dist/Tq (27.80 Lakhs) (ELECRIFICATION) 49858.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2381582 70810 None Volume-6 PWD Part-1 (Page No.2 Item No.1.1.1) Open Conduit System Concealed Conduit System :Supplying heavy gauge PVC conduit pipe mm dia mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary19/20mm dia 2mm thick ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 69.0 69.0 30.0 False None None False None False 2070.0 0 2381583 70810 None Volume-6 PWD Part-1 (Page No.2 Item No.1.1.2) Concealed Conduit System :Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary25mm dia 2mm thick ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 81.0 81.0 16.0 False None None False None False 1296.0 0 2381584 70810 None Volume-6 PWD Part-1 (Page No.2 Item No.1.3.1) Supplying heavy gauge PVC Conduit Pipe 25dia 2mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.19/20mm dia 2mm thick ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 68.0 68.0 12.0 False None None False None False 816.0 0 2381585 70810 None Volume-6 PWD Part-1 (Page No.2 Item No.1.3.2) Supplying heavy gauge PVC Conduit Pipe 25dia 2mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.25mm dia 2mm thick ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 79.0 79.0 12.0 False None None False None False 948.0 0 2381586 70810 None Volume-6 PWD Part-1 (Page No.3Item No.1.9.2) Supplying PVC/GI flexible conduit pipe .... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300mm using NF screws and on either end of the pipe terminated completely25mm ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 22.0 22.0 4.0 False None None False None False 88.0 0 2381587 70810 None Volume-6 PWD Part-1 (Page No.5 Item No.2.2.1) Supplying and wiring adopting loop system in existing PVC Conduit/casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulatedcopper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box,the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Short point upto 3Mtr from tapping point to out let via switch box ---- Work should be carried out as per the direction of engineer incharge of work. Point 269.0 269.0 12.0 False None None False None False 3228.0 0 2381588 70810 None Volume-6 PWD Part-1 (Page No.5 Item No.2.2.2) Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch ---- Work should be carried out as per the direction of engineer incharge of work. Point 379.0 379.0 2.0 False None None False None False 758.0 0 2381589 70810 None Volume-6 PWD Part-1 (Page No.5 Item No.2.2.3) Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box ---- Work should be carried out as per the direction of engineer incharge of work. Point 555.0 555.0 2.0 False None None False None False 1110.0 0 2381590 70810 None 2.3.2Volume-6 PWD Part-1 (Page No.5 I No.2.3.2) Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,1.5 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP. ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 26.0 26.0 60.0 False None None False None False 1560.0 0 2381591 70810 None Volume-6 PWD Part-1 (Page No.5 Item No.2.3.3) Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,2.5 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP. ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 42.0 42.0 70.0 False None None False None False 2940.0 0 2381592 70810 None Volume-6 PWD Part-1 (Page No.5 Item No.2.3.4) Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,4 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP. ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 63.0 63.0 40.0 False None None False None False 2520.0 0 2381593 70810 None Volume-6 PWD Part-1 (Page No.8 Item No.3.4.1) Supplying and flush mounting powder coated / galvanized metal box size 1-2 way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall ---- Work should be carried out as per the direction of engineer incharge of work. Each 138.0 138.0 4.0 False None None False None False 552.0 0 2381594 70810 None Volume-6 PWD Part-1 (Page No.8 Item No.3.4.3) Supplying and flush mounting powder coated / galvanized metal box size 4-5way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall ---- Work should be carried out as per the direction of engineer incharge of work. Each 177.0 177.0 2.0 False None None False None False 354.0 0 2381595 70810 None Volume-6 PWD Part-1 (Page No.8 Item No.3.4.5) Supplying and flush mounting powder coated / galvanized metal box size 8way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall ---- Work should be carried out as per the direction of engineer incharge of work. Each 261.0 261.0 2.0 False None None False None False 522.0 0 2381596 70810 None Volume-6 PWD Part-1 (Page No.8 Item No.3.4.6) Supplying and flush mounting powder coated / galvanized metal box size10-12way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall ---- Work should be carried out as per the direction of engineer incharge of work. Each 319.0 319.0 2.0 False None None False None False 638.0 0 2381597 70810 None Volume-6 PWD Part-1 (Page No.8 Item No.3.5.2) Supplying and fixing superior quality 3Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal box. ---- Work should be carried out as per the direction of engineer incharge of work. Each 161.0 161.0 2.0 False None None False None False 322.0 0 2381598 70810 None Volume-6 PWD Part-1 (Page No.8 Item No.3.5.3) Supplying and fixing superior quality 4Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal box. ---- Work should be carried out as per the direction of engineer incharge of work. Each 175.0 175.0 2.0 False None None False None False 350.0 0 2381599 70810 None Volume-6 PWD Part-1 (Page No.5 Item No.3.5.5) Supplying and fixing superior quality 8 modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metalbox. ---- Work should be carried out as per the direction of engineer incharge of work. Each 284.0 284.0 2.0 False None None False None False 568.0 0 2381600 70810 None Volume-6 PWD Part-1 (Page No.8 Item No.3.5.6) Supplying and fixing superior quality 10-12Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metalbox. ---- Work should be carried out as per the direction of engineer incharge of work. Each 344.0 344.0 2.0 False None None False None False 688.0 0 2381601 70810 None Volume-6 PWD Part-1 (Page No.9 Item No.3.6.1) Supplying and fixing of 6Amps 0ne way modular switch on existing modular switch plate as per IS 3854 and IS 1293. ---- Work should be carried out as per the direction of engineer incharge of work. Each 102.0 102.0 18.0 False None None False None False 1836.0 0 2381602 70810 None Volume-6 PWD Part-1 (Page No.9 Item No.3.6.3) Supplying and fixing of 6Amps 3way modular Socketc on existing modular switch plate as per IS 3854 and IS 1293. ---- Work should be carried out as per the direction of engineer incharge of work. Each 171.0 171.0 8.0 False None None False None False 1368.0 0 2381603 70810 None Volume-6 PWD Part-1 (Page No.9 Item No.3.6.4) Supplying and fixing of modular stepped electronic fan regulator on existing modular switch plate as per and IS 1293. ---- Work should be carried out as per the direction of engineer incharge of work. Each 357.0 357.0 4.0 False None None False None False 1428.0 0 2381604 70810 None Volume-6 PWD Part-1 (Page No.9 Item No.3.6.7) Supplying and fixing of 16Amps 0ne way modular switch on existing modular switch plate as per IS 3854 and IS 1293. ---- Work should be carried out as per the direction of engineer incharge of work. Each 180.0 180.0 2.0 False None None False None False 360.0 0 2381605 70810 None Volume-6 PWD Part-1 (Page No.9 Item No.3.6.9) Supplying and fixing of32Amps modular DP Switch on existing modular switch plate as per IS 3854 and IS 1293. ---- Work should be carried out as per the direction of engineer incharge of work. Each 326.0 326.0 2.0 False None None False None False 652.0 0 2381606 70810 None Volume-6 PWD Part-1 (Page No.9 Item No.3.6.10) Supplying and fixing of6/16amps modular Universal Socket on existing modular switch plate as per IS 3854 and IS 1293. ---- Work should be carried out as per the direction of engineer incharge of work. Each 236.0 236.0 2.0 False None None False None False 472.0 0 2381607 70810 None Volume-6 PWD Part-1 (Page No.10 Item No.3.14.6) Supplying and fixing of 6Amps pendent holder on existing board. ---- Work should be carried out as per the direction of engineer incharge of work. Each 71.0 71.0 4.0 False None None False None False 284.0 0 2381608 70810 None Volume-6 PWD Part-1 (Page No.14 Item No.5.7.3) Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers.63amps ---- Work should be carried out as per the direction of engineer incharge of work. Each 401.0 401.0 2.0 False None None False None False 802.0 0 2381609 70810 None Volume-6 PWD Part-1 (Page No.30 Item No.6.3.1) Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system. 48" Sweep (1200mm) Economy model ---- Work should be carried out as per the direction of engineer incharge of work. Each 2984.0 2984.0 4.0 False None None False None False 11936.0 0 2381610 70810 None Volume-6 PWD Part-1 (Page No.43 I No.11.3.2) LED Indoor Supplying of 1x4' feet - LED PVC Square Batten 20/22W with high quality diffuser with Life of 25000 burning hours & 70 lumen maintenance with CRI 80. Power Input: 220-240V @ 50Hz & Power factor 0.9 along with CE approved drivers. 2 years Warranty against any manufacturing defect working under standard electrical condition ---- Work should be carried out as per the direction of engineer incharge of work. Each 690.0 690.0 4.0 False None None False None False 2760.0 0 2381611 70810 None Volume-6 PWD Part-1 (Page No.47 Item No.11.11.4) Supplying & fixing of retrofit type LED bulb .W with OPAL acrylicdiffuser comprising of LED source with CCT 6500 degree K, CRI 70 efficacy 80 lumen per W, life25000 burning hours and Compliance to IS 10322IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF 0.95, power loss should 5% oflamp Wage., short circuit & open circuit protection to be integrated incircuit, THD less than 20, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested byNABLCPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. ---- Work should be carried out as per the direction of engineer incharge of work. Each 154.0 154.0 4.0 False None None False None False 616.0 0 2381612 70810 None Volume-6 PWD Part-1 (Page No.56 Item No.13.7.1) Fixing all types and all capacities of fluorescent / false ceiling / spot light / CFL / LED fittings indoor on the wall / ceiling / rafters / girders using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps. ---- Work should be carried out as per the direction of engineer incharge of work. Each 122.0 122.0 8.0 False None None False None False 976.0 0 2381613 70810 None Volume-6 PWD Part-1 (Page No.57 Item No.13.10) Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. ---- Work should be carried out as per the direction of engineer incharge of work. Each 171.0 171.0 4.0 False None None False None False 684.0 0 2381614 70810 None ESCOM SR 2023-24 Item No.51.01 Page No.22) Grounding Material GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg (ESCOM SR 2023-24 Item No.51.01 Page No.22) ---- Work should be carried out as per the direction of engineer incharge of work. Each 743.0 743.0 2.0 False None None False None False 1486.0 0 2381615 70810 None ESCOM SR 2023-24 Item No.51.02 Page No.22) Grounding Material Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each (BESCOM Part-III 11 KV Materials Item No.54.02 Page No.17) ---- Work should be carried out as per the direction of engineer incharge of work. Each 676.0 676.0 2.0 False None None False None False 1352.0 0 2381616 70810 None ESCOM SR 2023-24 I No.1.6.1 ordinary soil P No.43 Digging of Pit for providing GI Pipe type Earthing Ordinary Soil (ESCOM SR 2023-24 Item No.1.6.1 ordinary soil Page No.43) ---- Work should be carried out as per the direction of engineer incharge of work. Per Pit 759.0 759.0 2.0 False None None False None False 1518.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1706788256000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1706788256000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1706788256000 0 None None ELIGIBILITY Conditional tenders will not be accepted None 1706788256000 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 1706788256000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidders end. None 1706788256000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder None 1706788256000 0 None None ELIGIBILITY To qualify for award of this contract, each tenderer should give all details and documents as per Technical and Financial bid attached to this tender. None 1706788256000 0 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs. None 1706788256000 0 None None ELIGIBILITY All necessary arrangements shall be made and precaution taken to prevent completely or partially, damage to the structure or labours / employees during construction period. (As per recent Labour Act) Contractor shall be fully responsible for any damage to the structure during the construction and maintainance period.Any damage caused due to any reasons shall be rectified / replaced at his own cost as per the direction of Engineer in charge. Nothing shall be payable by the Department on account of inclusive of all such arrangements/ precautions work needed. None 1706788256000 0 None None ELIGIBILITY The field Lab shall preferably located, adjacent to the site with the required amenity as per the clause. Failing which 1% of the amount of work done will be penalized None 1706788256000 0 None None ELIGIBILITY Tenderer shall obtain the Work Done Certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer( District Level Officer), scan the original Certificate and attach the scanned file to the tender. The Original Certificate shall be produced at the time of opening of Technical Bids for physical verification None 1706788256000 0 None None ELIGIBILITY As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards labour welfare fund. None 1706788256000 0 None None ELIGIBILITY The employer reserves the rights to Reject one or all Tenders without assigning any reasons. None 1706788256000 0 None None ELIGIBILITY The Item Rates quoted shall include cost of Royalty charges on constructive materials & other taxes as per the rates prevailing Government Orders at the time of execution and including cost and conveyance of all materials, curing, loading and unloading with all leads and lifts, labour, hire charges of machinery & equipment etc., complete and all incidental charges. All the items shall be executed as directed by the Engineer-in-charge of work. None 1706788256000 0 None None ELIGIBILITY The construction materials (minerals metal ,sand and Murom) shall be bought from the authorized quarries along with the mineral dispatch permit or else 5 times the royalty will be deducted as penalty as per the Directions on the Director, Mines and Geology Department Bangalore proceedings dated 25.03.2013. None 1706788256000 0 None None ELIGIBILITY The awarded Contractor has to Submit his bills through e-MB for payment.( Billing is through e-Mb ie: Contractor has to produce Soft copy and hard Copy of RA or Final bill for payments) None 1706788256000 0 None None ELIGIBILITY The Important Original Documents Certificates which are uploaded like Work done Line of Credit Turn over Certificates and Machineries Ownership Documents shall be produced at the time of opening of Tender for physical verification. If fail to Produce documents Certificates on or before the time of opening the Bid is liable for Rejection with out any prior notice. None 1706788256000 0 None None ELIGIBILITY As per Karnataka state Government order LD/95/LET/2013 Bangalore dated 01.04.2013 the Contractor shall be registered under section 7 of Buildings and other Construction workers (Regulation of Employment and Conditions of Service) Act and the construction labour shall get the registration under section 12 of the act before making payment of running bills None 1706788256000 0 None None ELIGIBILITY The Item rates quoted shall include cost of Royalty charges on construction materials None 1706788256000 0 None None ELIGIBILITY GST shall be paid to the Tendered Amount Separately None 1706788256000 0 None None ELIGIBILITY Increase in GST shall not be paid in the extended period of contract for which contractor is alone responsible for delay as determined by the authority while granting the extension of time. None 1706788256000 0 None None ELIGIBILITY The tenderer should maintain the Road during the DEFECT LIABILITY PERIOD, which is up to One year after successful completion of the work. None 1706788256000 0 None None ELIGIBILITY Tender period for work completion 06 Calendar Months (including monsoon period) None 1706788256000 0 None None ELIGIBILITY Contractors registered under class-1 and 2 may tender for works anywhere in the state.Contactors registered under class-3 may tender for works within the districts of the PWD circles where in they are registered. Contactors registered under-4 may tender for works within the districts or within the division whichever is applicable None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Executed in any one year the following minimum quantities of work1)Earthwork-1607.12 Cum 2)Concrete work (Including PCC/RCC)-338.77 Cum 3)Steel-15.37 Tonne 4)SSM/BBM/UCR/Solid blocks-104.76 Cum Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Quantity wise workdone certificate None None None None 3.2(b) To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2018-19,2019-20 ,and 2020-21,2021-22,2022-23 Satisfactorily completed as prime contractor, at least one similar work (to an extent of 50% of the contract value), such as Construction of Building Works of value not less than Rs 37.45 lakhs Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Tenderers who meet the above specified minimum qualifying criteria, will only be qualified,if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity-( AxNx2.5-B )whereA-Maximum value of civil engineering works executed in any one year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress.N -Number of years prescribed for completion of the works for which tenders are invited -0.50 Year.B-Value at 2023-24price level, of existing commitments and on-going works to be completed during the next 0.50 year (Period of completion of the works for which tenders are invited) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Calculation sheet on lettar head None None None None Assessed Tender Capacity shall be more than the Tendered Amount Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Assessed Tender Capacity shall be more than the Tendered Amount None None None None Qualification and experience of the key Technical and Management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this work, if awarded Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Biodata of the personnel None None None None 3.3 a Each Tenderer should further demonstrate :As per this note, each tenderer should demonstrate availability of few key equipments /machinery for execution of the work . However as per Govt circular no GO-FD/AE 263/EXP12-2022 dt-11-05-2022, this clause for owning key equipments for works costing up to Rs.3.00 crores is exempted. However it is obligatory for the contractor to use the following machineries for various activities involved in construction as per Morth specification.Sl No. Name of machinery 1)Excavator JCB / Hitachi 2)Tippers3)Concrete Batching Plant4)Water Tanker5)Shuttering Materials 6)Transit Mixers 7)Selfloading Moblie Concrete Batching Plant of min 2 cum capacity (Like Ajax) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- LIST OF MACHINERIES None None None None 3.2 (a) To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2018-19 2019-20,and 2020-21,2021-22,2022-23Achieved in at least two financial years an Average Annual financial turnover (in all classes of civil engineering construction works only) of Rs.74.89 lakhs. The Bidder shall submit the Balance sheets and IT Returns of the same period to substantiate the turnover certificate. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Liquid assets and /or availability of credit facilities of no less than Rs.22.47 Lakhs (estimated cash flow for 3 months of peak construction period) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None The EMD of Rs.149800.00 shall be paid in full through e-payment or in two parts i.e,Part(1)Rs. 50,000.00 by e-payment part (2)99800.00 in the form of BG to be upload. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- EMD Details None None None None List of Financial Resources with Certificates Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- List of Financial Resources with Certificates None None None None Information on litigation in which the Tender is involved. Others Information on litigation in which the Tender is involved. createdTs version createdDate modifiedDate documentName None None None None Others -- Information on litigation in which the Tender is involved. None None None None Contractor PWD registration certificate. Others PWD Registration Certificate (Class I/II/III/IV) createdTs version createdDate modifiedDate documentName None None None None Others -- PWD Registration Certificate (Class I/II/III/IV) None None None None Proposed methodology and Program of construction, backed with equipment, planning and deployment, duly supported with Broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones. Others Bar Chart/ PERT and Report createdTs version createdDate modifiedDate documentName None None None None Others -- Bar Chart/ PERT and Report None None None None Information on the Works for which tenderer has submitted Tender Others Information in Format VI createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format VI None None None None Banker DetaList of existing commitments and ongoing worksils for reference Others Information in format IV createdTs version createdDate modifiedDate documentName None None None None Others -- Information in format IV None None None None Banker DetaList of existing commitments and ongoing worksils for reference Others Information in Format VI createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format VI
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Contractor PWD Registration Certificate True Technical Bid Satisfactorily completed as prime contractor, at least one similar work done certificate. True Technical Bid LOC should be preescribed formate-2,if not then the tender will not be accepted True Technical Bid Bid capacity on the contractor letter head True Technical Bid Quantity wise workdone certificate. True Technical Bid Any other related documents. True Technical Bid Present Postal address and phone number of the Contractor is Complusory. True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None