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noticeInvitingTenderDTO	createdTs 1706180955263 version 5 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy RESERVED invitingStrategyText Reserved taxType INCLUSIVE_TAX tenderFee 1690.00 emd 67500.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 08-02-2024 16:02:38 tenderQueryClose 07-02-2024 16:00:31 technicalBidOpen 09-02-2024 16:13:42 publishedDate 29-01-2024 11:39:24 publishedByPost PWD_EE_DIV_BID publishedByUser KPE14569 - SHIVSHANKER V KAMSHETTY bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Shivshanker kamshetty splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08482226440 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1706180955291 version 5 createdDate None modifiedDate None tenderNumber PWD/2023-24/BD/WORK_INDENT7846 title Construction of 2 Class rooms at HRPS Jirgyal, 2 Class rooms at HRPS Kattitugaon & 2 Class rooms at Ladha village in Bhalki Tq.(SC Reserved) description Construction of 2 Class rooms at HRPS Jirgyal, 2 Class rooms at HRPS Kattitugaon & 2 Class rooms at Ladha village in Bhalki Tq.(SC Reserved) category WORKS categoryText Works ecv 6748265.05 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1692 locationName PWD Division Office Bidar provisionalAmount 8000000.0 groupOverheadTotal 0.0 fileNumber PWD/BLK/KKRDB/MICRO/AKSHARAVISHKAR/2023-24/11
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1706180955000 0 None None Buildings Detailed Estimate of 2 Class Rooms at HRPS Jirgyal 2294685.16 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2302338 67851 None CSR 23-24 Volume-1, Pg No. 8 SI. No.1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth (CSR 23-24 Volume-1, Pg No. 8/ SI. No.1.12) Cum 99.75 99.75 22.18 False None None False None False 2212.455 0 2302339 67851 None CSR 23-24 Volume-1, Pg No. 8 SI. No.1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (CSR 23-24 Volume-1, Pg No. 8/ SI. No.1.14.1) Cum 107.1 107.1 90.31 False None None False None False 9672.201 0 2302340 67851 None CSR 23-24 Volume-1, Pg No. 15 SI. 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 aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 15/ SI. No.2.1.3) Cum 6288.45 6288.45 6.41 False None None False None False 40308.9645 0 2302341 67851 None CSR 23-24 Volume-2, Pg No. 9 SI. No.5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (CSR 23-24 Volume-2, Pg No. 9/ SI. No.5.3) Cum 6515.25 6515.25 26.77 False None None False None False 174413.2425 0 2302342 67851 None CSR 23-24 Volume-1, Pg No. 15 SI. No.2.2.1 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 specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 15/ SI. No.2.2.1) Cum 6601.35 6601.35 14.73 False None None False None False 97237.8855 0 2302343 67851 None CSR 23-24 Volume-1, Pg No. 29 SI. No.1a Formwark for Footings Isolated @ 8% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.1a) Cum 528.11 528.11 14.73 False None None False None False 7779.0603 0 2302344 67851 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.4.2 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.M20 DesignMix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.4.2) Cum 6639.15 6639.15 8.13 False None None False None False 53976.2895 0 2302345 67851 None CSR 23-24 Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.7) Cum 4647.41 4647.41 3.13 False None None False None False 14546.3933 0 2302346 67851 None CSR 23-24 Volume-1, Pg No. 29 SI. No.1a Formwark for Plinth beams of Buildings @ 50% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.1a) Cum 3319.58 3319.58 5.01 False None None False None False 16631.0958 0 2302347 67851 None CSR 23-24 Volume-1, Pg No. 7 SI. No.1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (CSR 23-24 Volume-1, Pg No. 7/ SI. No.1.9) Cum 279.3 279.3 102.33 False None None False None False 28580.769 0 2302348 67851 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.5.1 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 aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.5.1) Cum 6961.5 6961.5 34.44 False None None False None False 239754.06 0 2302349 67851 None CSR 23-24 Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.7) Cum 4873.05 4873.05 5.57 False None None False None False 27142.8885 0 2302350 67851 None CSR 23-24 Volume-1, Pg No. 30 SI. No.12 Formwark for Beams & Lintels of Building @ 60% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.12) Cum 4176.9 4176.9 7.03 False None None False None False 29363.607 0 2302351 67851 None CSR 23-24 Volume-1, Pg No. 30 SI. No.13 Formwark for Roof Slab of Building @ 50% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.13) Cum 3480.75 3480.75 21.65 False None None False None False 75358.2375 0 2302352 67851 None CSR 23-24 Volume-1, Pg No. 30 SI. No.17 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.17) Cum 3132.68 3132.68 0.2 False None None False None False 626.536 0 2302353 67851 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.4.1 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 (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.4.1) Cum 6724.2 6724.2 10.71 False None None False None False 72016.182 0 2302354 67851 None CSR 23-24 Volume-1, Pg No. 18 SI. No.2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (CSR 23-24 Volume-1, Pg No. 18/ SI. No.2.11a) Tonne 93929.85 93929.85 4.76 False None None False None False 447106.086 0 2302355 67851 None CSR 23-24 Volume-2, Pg No. 14 SI. 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.(CSR 23-24 Volume-2, Pg No. 14/ SI. No.6.8) Cum 8367.45 8367.45 31.84 False None None False None False 266419.608 0 2302356 67851 None 2023-24 CSR, Volume-2, Page No. 99 SI. No.1 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. (2023-24 Common SR, Volume-2, Page No. 99/ SI. No.12.12) Cum 130412.1 130412.1 0.13 False None None False None False 16953.573 0 2302357 67851 None 2023-24 CSR, Volume-2, Pg No. 104 SI. No.12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. (2023-24 CSR, Volume-2, Pg No. 104/ SI. No.12.51) No 1066.8 1066.8 2.0 False None None False None False 2133.6 0 2302358 67851 None 2023-24 CSR, Volume-2, Pg No. 100 SI. No.12.16 Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) (2023-24 CSR, Volume-2, Pg No. 100/ SI. No.12.16) Sqm 7241.85 7241.85 5.04 False None None False None False 36498.924 0 2302359 67851 None 2023-24 CSR, Volume-2, Pg No. 86 SI. No.11.31 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (2023-24 CSR, Volume-2, Pg No. 86/ SI. No.11.31) Kg 120.75 120.75 233.28 False None None False None False 28168.56 0 2302360 67851 None CSR 23-24 Volume-2, Pg No. 108-109 SI. No.12.84 Providing & fxing 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 profle through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight withreinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fxing of glass shall be of size 9.5mm x 21.5mm. CSR 23-24 Volume-2, Pg No. 108-109/ SI. No.12.84) Sqm 5274.15 5274.15 8.64 False None None False None False 45568.656 0 2302361 67851 None 2023-24 CSR, Volume-2, MC Pg No. A-24 SI. No.394 Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm(2023-24 CSR, Volume-2, Material Component Pg No. A-24/ SI. No.394) Sqm 294.0 294.0 12.96 False None None False None False 3810.24 0 2302362 67851 None 2023-24 CSR, Volume-2, Pg No. 85 SI. No.11.30.1 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.(2023-24 CSR, Volume-2, Pg No. 85/ SI. No.11.30.1) Sqm 957.6 957.6 4.32 False None None False None False 4136.832 0 2302363 67851 None 2023-24 CSR, Volume-2, Pg No. 64 SI. No.9.34 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. (2023-24 CSR, Volume-2, Pg No. 64/ SI. No.9.34) Sqm 1622.25 1622.25 142.53 False None None False None False 231219.2925 0 2302364 67851 None 2023-24 CSR, Volume-2, Pg No. 41 SI. No.8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (2023-24 CSR, Volume-2, Pg No. 41/ SI. No.8.1.2) Sqm 253.05 253.05 198.18 False None None False None False 50149.449 0 2302365 67851 None 2023-24 CSR, Volume-2, Pg No. 50 SI. 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. (2023-24 CSR, Volume-2, Pg No. 50/ SI. No.8.51) Sqm 105.0 105.0 285.44 False None None False None False 29971.2 0 2302366 67851 None 2023-24 CSR, Volume-2, Pg No. 44 SI. No.8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (2023-24 CSR, Volume-2, Pg No. 44/ SI. No.8.16a) Sqm 1299.9 1299.9 15.06 False None None False None False 19576.494 0 2302367 67851 None 2023-24 CSR, Volume-2, Pg No. 42 SI. 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. (2023-24 CSR, Volume-2, Pg No. 42/ SI. No.8.8) Sqm 389.55 389.55 219.85 False None None False None False 85642.5675 0 2302368 67851 None 2023-24 CSR, Volume-2, Pg No. 47 SI. No.8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (2023-24 CSR, Volume-2, Pg No. 47/ SI. No.8.33.3) Sqm 145.95 145.95 12.96 False None None False None False 1891.512 0 2302369 67851 None 2023-24 CSR, Volume-2, Pg No. 46 SI. No.8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (2023-24 CSR, Volume-2, Pg No. 46/ SI. No.8.33.2) Sqm 144.9 144.9 16.13 False None None False None False 2337.237 0 2302370 67851 None 2023-24 CSR, Volume-2, Pg No. 46 SI. No.8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (2023-24 CSR, Volume-2, Pg No. 46/ SI. No.8.30) Sqm 182.7 182.7 219.85 False None None False None False 40166.595 0 2302371 67851 None 2023-24 CSR, Volume-2, Pg No. 46 SI. No.8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) (2023-24 CSR, Volume-2, Pg No. 46/ SI. No.8.33.1) Sqm 165.9 165.9 300.94 False None None False None False 49925.946 0 2302372 67851 None 2023-24 CSR, Volume-2, Pg No. 125 SI. No.13.47 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 75 mm diameter (2023-24 CSR, Volume-2, Pg No. 125/ SI. No.13.47) m 206.85 206.85 4.0 False None None False None False 827.4 0 2302373 67851 None 2023-24 CSR, Volume-2, Pg No. 84 SI. No.11.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (2023-24 CSR, Volume-2, Pg No. 84/ SI. No.11.26.1) Kg 144.9 144.9 135.0 False None None False None False 19561.5 0 2302374 67851 None Quotation rate Providing and fixing Green board for class room (Quotation rate) No 8500.0 8500.0 2.0 False None None False None False 17000.0 0 2302375 67851 None Market Rate KKRDB Board No 6000.0 6000.0 1.0 False None None False None False 6000.0 0 1706180955000 0 None None Buildings Electrical Estimate of 2 Class Rooms at HRPS Jirgyal 57804.1 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2302376 67852 None PWD Ele. SR 2023-24, It No. 1.3.2 Supplying heavy gauge PVC conduit pipe.mm dia. mm thick with suitable size bends, metal/PVC 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 surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 25mm dia 2mm thick (PWD Ele. SR 2023-24, It No. 1.3.2) Mtr 80.0 80.0 100.0 False None None False None False 8000.0 0 2302377 67852 None PWD Ele. SR 2023-24, It No. 2.3.3 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper conductor resistance single core wire in open or consealed system of wiring with specified IS- 694:1990 & confirming to GTP of Group -A.2.5sqmm. (PWD Ele. SR 2023-24, It No. 2.3.3) Mtr 40.0 40.0 150.0 False None None False None False 6000.0 0 2302378 67852 None PWD Ele. SR 2023-24, It No. 2.3.4 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper conductor resistance single core wire in open or consealed system of wiring with specified IS- 694:1990 & confirming to GTP of Group -A.4.0sqmm. (PWD Ele. SR 2023-24, It No. 2.3.4) Mtr 87.0 87.0 80.0 False None None False None False 6960.0 0 2302379 67852 None PWD Ele. SR 2023-24, It No. 3.4.2 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall.4-5Way (PWD Ele. SR 2023-24, It No. 3.4.2) Each 138.0 138.0 2.0 False None None False None False 276.0 0 2302380 67852 None PWD Ele. SR 2023-24, It No. 3.6.2 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.2) Each 175.0 175.0 2.0 False None None False None False 350.0 0 2302381 67852 None PWD Ele. SR 2023-24, It No. 3.6.1 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.1) Each 88.0 88.0 24.0 False None None False None False 2112.0 0 2302382 67852 None PWD Ele. SR 2023-24, It No. 3.6.3 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.3) Each 162.0 162.0 4.0 False None None False None False 648.0 0 2302383 67852 None PWD Ele. SR 2023-24, It No. 3.6.4 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.4) Each 313.0 313.0 4.0 False None None False None False 1252.0 0 2302384 67852 None PWD Ele. SR 2023-24, It No. 3.6.11 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.11) Each 249.0 249.0 2.0 False None None False None False 498.0 0 2302385 67852 None PWD Ele. SR 2023-24, It No. 5.17.1 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring asrequired confirming to IEC 60898. (PWD Ele. SR 2023-24, It No. 5.17.1) Each 523.0 523.0 1.0 False None None False None False 523.0 0 2302386 67852 None PWD Ele. SR 2023-24, It No. 5.18.7 Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. (PWD Ele. SR 2023-24, It No. 5.18.7) Each 1552.0 1552.0 1.0 False None None False None False 1552.0 0 2302387 67852 None PWD Ele. SR 2023-24, It No. 5.42.2 Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with (PWD Ele. SR 2023-24, It No. 5.42.2) Sq CM 0.38 0.38 15000.0 False None None False None False 5700.0 0 2302388 67852 None PWD Ele. SR 2023-24, It No. 6.1 Earthing : Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia (PWD Ele. SR 2023-24, It No. 6.1) No 2999.7 2999.7 1.0 False None None False None False 2999.7 0 2302389 67852 None PWD Ele. SR 2023-24, It No. 29.02 Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits,depositing on bank upto a lead of 50 In soil (ordinary) (PWD Ele. SR 2023-24, It No. 29.02) Mtr 260.0 260.0 5.0 False None None False None False 1300.0 0 2302390 67852 None PWD Ele. SR 2023-24, It No. 6.4.4 Supplying of 1.1 Kv LT UG cable XLPE or heat resistance PVC Insulated PVC Extruded inner sheath armoured UG LT csble as per IS-1554( part-1) (PWD Ele. SR 2023-24, It No. 6.4.4) Mtr 150.0 150.0 10.0 False None None False None False 1500.0 0 2302391 67852 None PWD Ele. SR 2023-24, It No. 6.5.1 Labour Charges for laying 1.1 Kv class UG cable when supplied agency in existing trench GI pipe / Stoneware pipe/on wall/ on pole as required (PWD Ele. SR 2023-24, It No. 6.5.1) Mtr 11.88 11.88 5.0 False None None False None False 59.4 0 2302392 67852 None PWD Ele. SR 2023-24, It No. 7.3.1 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.48" Sweep (1200 mm) Regular model (PWD Ele. SR 2023-24, It No. 7.3.1) No 2949.0 2949.0 4.0 False None None False None False 11796.0 0 2302393 67852 None PWD Ele. SR 2023-24, It No. 14.9 Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clA and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. (PWD Ele. SR 2023-24, It No. 14.9) No 281.0 281.0 4.0 False None None False None False 1124.0 0 2302394 67852 None PWD Ele. SR 2023-24, It No. 11.3.2 Supplying of feet - PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50/60Hz & Power factor 0.9 along with CE approved. LED light fighting 1 x 4'- 20/22 w (PWD Ele. SR 2023-24, It No. 11.3.2) No 740.0 740.0 6.0 False None None False None False 4440.0 0 2302395 67852 None PWD Ele. SR 2023-24, It No. 12.3.2 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 clA.On wall/ ceiling / Rafter / Girders (PWD Ele. SR 2023-24, It No. 12.3.2) No 119.0 119.0 6.0 False None None False None False 714.0 0 1706180955000 0 None None Buildings Detailed Estimate of 2 Class Rooms at HRPS Kattitugaon 1985482.43 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2302396 67853 None CSR 23-24 Volume-1, Pg No. 8 SI. No.1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth (CSR 23-24 Volume-1, Pg No. 8/ SI. No.1.12) Cum 99.75 99.75 22.18 False None None False None False 2212.455 0 2302397 67853 None CSR 23-24 Volume-1, Pg No. 8 SI. No.1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (CSR 23-24 Volume-1, Pg No. 8/ SI. No.1.14.1) Cum 107.1 107.1 61.46 False None None False None False 6582.366 0 2302398 67853 None CSR 23-24 Volume-1, Pg No. 15 SI. 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 aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 15/ SI. No.2.1.3) Cum 6288.45 6288.45 4.66 False None None False None False 29304.177 0 2302399 67853 None CSR 23-24 Volume-2, Pg No. 9 SI. No.5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (CSR 23-24 Volume-2, Pg No. 9/ SI. No.5.3) Cum 6515.25 6515.25 19.66 False None None False None False 128089.815 0 2302400 67853 None CSR 23-24 Volume-1, Pg No. 15 SI. No.2.2.1 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 specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 15/ SI. No.2.2.1) Cum 6601.35 6601.35 9.83 False None None False None False 64891.2705 0 2302401 67853 None CSR 23-24 Volume-1, Pg No. 29 SI. No.1a Formwark for Footings Isolated @ 8% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.1a) Cum 528.11 528.11 9.83 False None None False None False 5191.3213 0 2302402 67853 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.4.2 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.M20 DesignMix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.4.2) Cum 6639.15 6639.15 5.6 False None None False None False 37179.24 0 2302403 67853 None CSR 23-24 Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.7) Cum 4647.41 4647.41 2.07 False None None False None False 9620.1387 0 2302404 67853 None CSR 23-24 Volume-1, Pg No. 29 SI. No.1a Formwark for Plinth beams of Buildings @ 50% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.1a) Cum 3319.58 3319.58 3.53 False None None False None False 11718.1174 0 2302405 67853 None CSR 23-24 Volume-1, Pg No. 7 SI. No.1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (CSR 23-24 Volume-1, Pg No. 7/ SI. No.1.9) Cum 279.3 279.3 83.35 False None None False None False 23279.655 0 2302406 67853 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.5.1 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 aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.5.1) Cum 6961.5 6961.5 27.91 False None None False None False 194295.465 0 2302407 67853 None CSR 23-24 Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.7) Cum 4873.05 4873.05 4.8 False None None False None False 23390.64 0 2302408 67853 None CSR 23-24 Volume-1, Pg No. 30 SI. No.12 Formwark for Beams & Lintels of Building @ 60% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.12) Cum 4176.9 4176.9 5.83 False None None False None False 24351.327 0 2302409 67853 None CSR 23-24 Volume-1, Pg No. 30 SI. No.13 Formwark for Roof Slab of Building @ 50% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.13) Cum 3480.75 3480.75 17.09 False None None False None False 59486.0175 0 2302410 67853 None CSR 23-24 Volume-1, Pg No. 30 SI. No.17 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.17) Cum 3132.68 3132.68 0.2 False None None False None False 626.536 0 2302411 67853 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.4.1 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 (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.4.1) Cum 6724.2 6724.2 8.84 False None None False None False 59441.928 0 2302412 67853 None CSR 23-24 Volume-1, Pg No. 18 SI. No.2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (CSR 23-24 Volume-1, Pg No. 18/ SI. No.2.11a) Tonne 93929.85 93929.85 3.7 False None None False None False 347540.445 0 2302413 67853 None CSR 23-24 Volume-2, Pg No. 14 SI. 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.(CSR 23-24 Volume-2, Pg No. 14/ SI. No.6.8) Cum 8367.45 8367.45 33.34 False None None False None False 278970.783 0 2302414 67853 None 2023-24 CSR, Volume-2, Page No. 99 SI. No.1 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. (2023-24 Common SR, Volume-2, Page No. 99/ SI. No.12.12) Cum 130412.1 130412.1 0.19 False None None False None False 24778.299 0 2302415 67853 None 2023-24 CSR, Volume-2, Pg No. 104 SI. No.12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. (2023-24 CSR, Volume-2, Pg No. 104/ SI. No.12.51) No 1066.8 1066.8 3.0 False None None False None False 3200.4 0 2302416 67853 None 2023-24 CSR, Volume-2, Pg No. 100 SI. No.12.16 Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) (2023-24 CSR, Volume-2, Pg No. 100/ SI. No.12.16) Sqm 7241.85 7241.85 7.56 False None None False None False 54748.386 0 2302417 67853 None 2023-24 CSR, Volume-2, Pg No. 86 SI. No.11.31 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (2023-24 CSR, Volume-2, Pg No. 86/ SI. No.11.31) Kg 120.75 120.75 233.28 False None None False None False 28168.56 0 2302418 67853 None CSR 23-24 Volume-2, Pg No. 108-109 SI. No.12.84 Providing & fxing 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 profle through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight withreinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fxing of glass shall be of size 9.5mm x 21.5mm. CSR 23-24 Volume-2, Pg No. 108-109/ SI. No.12.84) Sqm 5274.15 5274.15 8.64 False None None False None False 45568.656 0 2302419 67853 None 2023-24 CSR, Volume-2, MC Pg No. A-24 SI. No.394 Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm(2023-24 CSR, Volume-2, Material Component Pg No. A-24/ SI. No.394) Sqm 294.0 294.0 12.96 False None None False None False 3810.24 0 2302420 67853 None 2023-24 CSR, Volume-2, Pg No. 85 SI. No.11.30.1 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.(2023-24 CSR, Volume-2, Pg No. 85/ SI. No.11.30.1) Sqm 957.6 957.6 4.32 False None None False None False 4136.832 0 2302421 67853 None 2023-24 CSR, Volume-2, Pg No. 64 SI. No.9.34 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. (2023-24 CSR, Volume-2, Pg No. 64/ SI. No.9.34) Sqm 1622.25 1622.25 116.66 False None None False None False 189251.685 0 2302422 67853 None 2023-24 CSR, Volume-2, Pg No. 41 SI. No.8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (2023-24 CSR, Volume-2, Pg No. 41/ SI. No.8.1.2) Sqm 253.05 253.05 220.17 False None None False None False 55714.0185 0 2302423 67853 None 2023-24 CSR, Volume-2, Pg No. 50 SI. 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. (2023-24 CSR, Volume-2, Pg No. 50/ SI. No.8.51) Sqm 105.0 105.0 315.75 False None None False None False 33153.75 0 2302424 67853 None 2023-24 CSR, Volume-2, Pg No. 44 SI. No.8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (2023-24 CSR, Volume-2, Pg No. 44/ SI. No.8.16a) Sqm 1299.9 1299.9 7.56 False None None False None False 9827.244 0 2302425 67853 None 2023-24 CSR, Volume-2, Pg No. 42 SI. 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. (2023-24 CSR, Volume-2, Pg No. 42/ SI. No.8.8) Sqm 389.55 389.55 189.81 False None None False None False 73940.4855 0 2302426 67853 None 2023-24 CSR, Volume-2, Pg No. 47 SI. No.8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (2023-24 CSR, Volume-2, Pg No. 47/ SI. No.8.33.3) Sqm 145.95 145.95 12.96 False None None False None False 1891.512 0 2302427 67853 None 2023-24 CSR, Volume-2, Pg No. 46 SI. No.8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (2023-24 CSR, Volume-2, Pg No. 46/ SI. No.8.33.2) Sqm 144.9 144.9 24.19 False None None False None False 3505.131 0 2302428 67853 None 2023-24 CSR, Volume-2, Pg No. 46 SI. No.8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (2023-24 CSR, Volume-2, Pg No. 46/ SI. No.8.30) Sqm 182.7 182.7 189.81 False None None False None False 34678.287 0 2302429 67853 None 2023-24 CSR, Volume-2, Pg No. 46 SI. No.8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) (2023-24 CSR, Volume-2, Pg No. 46/ SI. No.8.33.1) Sqm 165.9 165.9 315.75 False None None False None False 52382.925 0 2302430 67853 None 2023-24 CSR, Volume-2, Pg No. 125 SI. No.13.47 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 75 mm diameter (2023-24 CSR, Volume-2, Pg No. 125/ SI. No.13.47) m 206.85 206.85 4.0 False None None False None False 827.4 0 2302431 67853 None 2023-24 CSR, Volume-2, Pg No. 84 SI. No.11.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (2023-24 CSR, Volume-2, Pg No. 84/ SI. No.11.26.1) Kg 144.9 144.9 135.0 False None None False None False 19561.5 0 2302432 67853 None Quotation rate Providing and fixing Green board for class room (Quotation rate) No 8500.0 8500.0 2.0 False None None False None False 17000.0 0 2302433 67853 None 2023-24 CSR, Volume-2, Pg No. 82 SI. No.11.16.1 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (2023-24 CSR, Volume-2, Pg No. 82/ SI. No.11.16.1) Kg 142.8 142.8 32.5 False None None False None False 4641.0 0 2302434 67853 None 2023-24 CSR, Volume-2, Pg No. 26 SI. No.7.38 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (2023-24 CSR, Volume-2, Pg No. 26/ SI. No.7.38) Sqm 596.4 596.4 21.0 False None None False None False 12524.4 0 2302435 67853 None As per Approved Rate KKRDB Name Board Unit 6000.0 6000.0 1.0 False None None False None False 6000.0 0 1706180955000 0 None None Buildings Electrical Estimate of 2 Class Rooms at HRPS Kattitugaon 57804.1 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2302436 67854 None PWD Ele. SR 2023-24, It No. 1.3.2 Supplying heavy gauge PVC conduit pipe.mm dia. mm thick with suitable size bends, metal/PVC 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 surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 25mm dia 2mm thick (PWD Ele. SR 2023-24, It No. 1.3.2) Mtr 80.0 80.0 100.0 False None None False None False 8000.0 0 2302437 67854 None PWD Ele. SR 2023-24, It No. 2.3.3 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper conductor resistance single core wire in open or consealed system of wiring with specified IS- 694:1990 & confirming to GTP of Group -A.2.5sqmm. (PWD Ele. SR 2023-24, It No. 2.3.3) Mtr 40.0 40.0 150.0 False None None False None False 6000.0 0 2302438 67854 None PWD Ele. SR 2023-24, It No. 2.3.4 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper conductor resistance single core wire in open or consealed system of wiring with specified IS- 694:1990 & confirming to GTP of Group -A.4.0sqmm. (PWD Ele. SR 2023-24, It No. 2.3.4) Mtr 87.0 87.0 80.0 False None None False None False 6960.0 0 2302439 67854 None PWD Ele. SR 2023-24, It No. 3.4.2 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall.4-5Way (PWD Ele. SR 2023-24, It No. 3.4.2) Each 138.0 138.0 2.0 False None None False None False 276.0 0 2302440 67854 None PWD Ele. SR 2023-24, It No. 3.6.2 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.2) Each 175.0 175.0 2.0 False None None False None False 350.0 0 2302441 67854 None PWD Ele. SR 2023-24, It No. 3.6.1 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.1) Each 88.0 88.0 24.0 False None None False None False 2112.0 0 2302442 67854 None PWD Ele. SR 2023-24, It No. 3.6.3 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.3) Each 162.0 162.0 4.0 False None None False None False 648.0 0 2302443 67854 None PWD Ele. SR 2023-24, It No. 3.6.4 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.4) Each 313.0 313.0 4.0 False None None False None False 1252.0 0 2302444 67854 None PWD Ele. SR 2023-24, It No. 3.6.11 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.11) Each 249.0 249.0 2.0 False None None False None False 498.0 0 2302445 67854 None PWD Ele. SR 2023-24, It No. 5.17.1 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring asrequired confirming to IEC 60898. (PWD Ele. SR 2023-24, It No. 5.17.1) Each 523.0 523.0 1.0 False None None False None False 523.0 0 2302446 67854 None PWD Ele. SR 2023-24, It No. 5.18.7 Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. (PWD Ele. SR 2023-24, It No. 5.18.7) Each 1552.0 1552.0 1.0 False None None False None False 1552.0 0 2302447 67854 None PWD Ele. SR 2023-24, It No. 5.42.2 Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with (PWD Ele. SR 2023-24, It No. 5.42.2) Sq CM 0.38 0.38 15000.0 False None None False None False 5700.0 0 2302448 67854 None PWD Ele. SR 2023-24, It No. 6.1 Earthing : Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia (PWD Ele. SR 2023-24, It No. 6.1) No 2999.7 2999.7 1.0 False None None False None False 2999.7 0 2302449 67854 None PWD Ele. SR 2023-24, It No. 29.02 Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits,depositing on bank upto a lead of 50 In soil (ordinary) (PWD Ele. SR 2023-24, It No. 29.02) Mtr 260.0 260.0 5.0 False None None False None False 1300.0 0 2302450 67854 None PWD Ele. SR 2023-24, It No. 6.4.4 Supplying of 1.1 Kv LT UG cable XLPE or heat resistance PVC Insulated PVC Extruded inner sheath armoured UG LT csble as per IS-1554( part-1) (PWD Ele. SR 2023-24, It No. 6.4.4) Mtr 150.0 150.0 10.0 False None None False None False 1500.0 0 2302451 67854 None PWD Ele. SR 2023-24, It No. 6.5.1 Labour Charges for laying 1.1 Kv class UG cable when supplied agency in existing trench GI pipe / Stoneware pipe/on wall/ on pole as required (PWD Ele. SR 2023-24, It No. 6.5.1) Mtr 11.88 11.88 5.0 False None None False None False 59.4 0 2302452 67854 None PWD Ele. SR 2023-24, It No. 7.3.1 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.48" Sweep (1200 mm) Regular model (PWD Ele. SR 2023-24, It No. 7.3.1) No 2949.0 2949.0 4.0 False None None False None False 11796.0 0 2302453 67854 None PWD Ele. SR 2023-24, It No. 14.9 Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clA and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. (PWD Ele. SR 2023-24, It No. 14.9) No 281.0 281.0 4.0 False None None False None False 1124.0 0 2302454 67854 None PWD Ele. SR 2023-24, It No. 11.3.2 Supplying of feet - PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50/60Hz & Power factor 0.9 along with CE approved. LED light fighting 1 x 4'- 20/22 w (PWD Ele. SR 2023-24, It No. 11.3.2) No 740.0 740.0 6.0 False None None False None False 4440.0 0 2302455 67854 None PWD Ele. SR 2023-24, It No. 12.3.2 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 clA.On wall/ ceiling / Rafter / Girders (PWD Ele. SR 2023-24, It No. 12.3.2) No 119.0 119.0 6.0 False None None False None False 714.0 0 1706180955000 0 None None Buildings Detailed Estimate of 2 Class Rooms at Ladha HRPS 2294685.16 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2302456 67855 None CSR 23-24 Volume-1, Pg No. 8 SI. No.1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth (CSR 23-24 Volume-1, Pg No. 8/ SI. No.1.12) Cum 99.75 99.75 22.18 False None None False None False 2212.455 0 2302457 67855 None CSR 23-24 Volume-1, Pg No. 8 SI. No.1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (CSR 23-24 Volume-1, Pg No. 8/ SI. No.1.14.1) Cum 107.1 107.1 90.31 False None None False None False 9672.201 0 2302458 67855 None CSR 23-24 Volume-1, Pg No. 15 SI. 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 aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 15/ SI. No.2.1.3) Cum 6288.45 6288.45 6.41 False None None False None False 40308.9645 0 2302459 67855 None CSR 23-24 Volume-2, Pg No. 9 SI. No.5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (CSR 23-24 Volume-2, Pg No. 9/ SI. No.5.3) Cum 6515.25 6515.25 26.77 False None None False None False 174413.2425 0 2302460 67855 None CSR 23-24 Volume-1, Pg No. 15 SI. No.2.2.1 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 specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 15/ SI. No.2.2.1) Cum 6601.35 6601.35 14.73 False None None False None False 97237.8855 0 2302461 67855 None CSR 23-24 Volume-1, Pg No. 29 SI. No.1a Formwark for Footings Isolated @ 8% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.1a) Cum 528.11 528.11 14.73 False None None False None False 7779.0603 0 2302462 67855 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.4.2 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.M20 DesignMix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.4.2) Cum 6639.15 6639.15 8.13 False None None False None False 53976.2895 0 2302463 67855 None CSR 23-24 Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.7) Cum 4647.41 4647.41 3.13 False None None False None False 14546.3933 0 2302464 67855 None CSR 23-24 Volume-1, Pg No. 29 SI. No.1a Formwark for Plinth beams of Buildings @ 50% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.1a) Cum 3319.58 3319.58 5.01 False None None False None False 16631.0958 0 2302465 67855 None CSR 23-24 Volume-1, Pg No. 7 SI. No.1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (CSR 23-24 Volume-1, Pg No. 7/ SI. No.1.9) Cum 279.3 279.3 102.33 False None None False None False 28580.769 0 2302466 67855 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.5.1 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 aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.5.1) Cum 6961.5 6961.5 34.44 False None None False None False 239754.06 0 2302467 67855 None CSR 23-24 Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.7) Cum 4873.05 4873.05 5.57 False None None False None False 27142.8885 0 2302468 67855 None CSR 23-24 Volume-1, Pg No. 30 SI. No.12 Formwark for Beams & Lintels of Building @ 60% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.12) Cum 4176.9 4176.9 7.03 False None None False None False 29363.607 0 2302469 67855 None CSR 23-24 Volume-1, Pg No. 30 SI. No.13 Formwark for Roof Slab of Building @ 50% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.13) Cum 3480.75 3480.75 21.65 False None None False None False 75358.2375 0 2302470 67855 None CSR 23-24 Volume-1, Pg No. 30 SI. No.17 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.17) Cum 3132.68 3132.68 0.2 False None None False None False 626.536 0 2302471 67855 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.4.1 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 (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.4.1) Cum 6724.2 6724.2 10.71 False None None False None False 72016.182 0 2302472 67855 None CSR 23-24 Volume-1, Pg No. 18 SI. No.2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (CSR 23-24 Volume-1, Pg No. 18/ SI. No.2.11a) Tonne 93929.85 93929.85 4.76 False None None False None False 447106.086 0 2302473 67855 None CSR 23-24 Volume-2, Pg No. 14 SI. 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.(CSR 23-24 Volume-2, Pg No. 14/ SI. No.6.8) Cum 8367.45 8367.45 31.84 False None None False None False 266419.608 0 2302474 67855 None 2023-24 CSR, Volume-2, Page No. 99 SI. No.1 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. (2023-24 Common SR, Volume-2, Page No. 99/ SI. No.12.12) Cum 130412.1 130412.1 0.13 False None None False None False 16953.573 0 2302475 67855 None 2023-24 CSR, Volume-2, Pg No. 104 SI. No.12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. (2023-24 CSR, Volume-2, Pg No. 104/ SI. No.12.51) No 1066.8 1066.8 2.0 False None None False None False 2133.6 0 2302476 67855 None 2023-24 CSR, Volume-2, Pg No. 100 SI. No.12.16 Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) (2023-24 CSR, Volume-2, Pg No. 100/ SI. No.12.16) Sqm 7241.85 7241.85 5.04 False None None False None False 36498.924 0 2302477 67855 None 2023-24 CSR, Volume-2, Pg No. 86 SI. No.11.31 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (2023-24 CSR, Volume-2, Pg No. 86/ SI. No.11.31) Kg 120.75 120.75 233.28 False None None False None False 28168.56 0 2302478 67855 None CSR 23-24 Volume-2, Pg No. 108-109 SI. No.12.84 Providing & fxing 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 profle through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight withreinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fxing of glass shall be of size 9.5mm x 21.5mm. CSR 23-24 Volume-2, Pg No. 108-109/ SI. No.12.84) Sqm 5274.15 5274.15 8.64 False None None False None False 45568.656 0 2302479 67855 None 2023-24 CSR, Volume-2, MC Pg No. A-24 SI. No.394 Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm(2023-24 CSR, Volume-2, Material Component Pg No. A-24/ SI. No.394) Sqm 294.0 294.0 12.96 False None None False None False 3810.24 0 2302480 67855 None 2023-24 CSR, Volume-2, Pg No. 85 SI. No.11.30.1 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.(2023-24 CSR, Volume-2, Pg No. 85/ SI. No.11.30.1) Sqm 957.6 957.6 4.32 False None None False None False 4136.832 0 2302481 67855 None 2023-24 CSR, Volume-2, Pg No. 64 SI. No.9.34 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. (2023-24 CSR, Volume-2, Pg No. 64/ SI. No.9.34) Sqm 1622.25 1622.25 142.53 False None None False None False 231219.2925 0 2302482 67855 None 2023-24 CSR, Volume-2, Pg No. 41 SI. No.8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (2023-24 CSR, Volume-2, Pg No. 41/ SI. No.8.1.2) Sqm 253.05 253.05 198.18 False None None False None False 50149.449 0 2302483 67855 None 2023-24 CSR, Volume-2, Pg No. 50 SI. 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. (2023-24 CSR, Volume-2, Pg No. 50/ SI. No.8.51) Sqm 105.0 105.0 285.44 False None None False None False 29971.2 0 2302484 67855 None 2023-24 CSR, Volume-2, Pg No. 44 SI. No.8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (2023-24 CSR, Volume-2, Pg No. 44/ SI. No.8.16a) Sqm 1299.9 1299.9 15.06 False None None False None False 19576.494 0 2302485 67855 None 2023-24 CSR, Volume-2, Pg No. 42 SI. 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. (2023-24 CSR, Volume-2, Pg No. 42/ SI. No.8.8) Sqm 389.55 389.55 219.85 False None None False None False 85642.5675 0 2302486 67855 None 2023-24 CSR, Volume-2, Pg No. 47 SI. No.8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (2023-24 CSR, Volume-2, Pg No. 47/ SI. No.8.33.3) Sqm 145.95 145.95 12.96 False None None False None False 1891.512 0 2302487 67855 None 2023-24 CSR, Volume-2, Pg No. 46 SI. No.8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (2023-24 CSR, Volume-2, Pg No. 46/ SI. No.8.33.2) Sqm 144.9 144.9 16.13 False None None False None False 2337.237 0 2302488 67855 None 2023-24 CSR, Volume-2, Pg No. 46 SI. No.8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (2023-24 CSR, Volume-2, Pg No. 46/ SI. No.8.30) Sqm 182.7 182.7 219.85 False None None False None False 40166.595 0 2302489 67855 None 2023-24 CSR, Volume-2, Pg No. 46 SI. No.8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) (2023-24 CSR, Volume-2, Pg No. 46/ SI. No.8.33.1) Sqm 165.9 165.9 300.94 False None None False None False 49925.946 0 2302490 67855 None 2023-24 CSR, Volume-2, Pg No. 125 SI. No.13.47 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 75 mm diameter (2023-24 CSR, Volume-2, Pg No. 125/ SI. No.13.47) m 206.85 206.85 4.0 False None None False None False 827.4 0 2302491 67855 None 2023-24 CSR, Volume-2, Pg No. 84 SI. No.11.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (2023-24 CSR, Volume-2, Pg No. 84/ SI. No.11.26.1) Kg 144.9 144.9 135.0 False None None False None False 19561.5 0 2302492 67855 None Quotation rate Providing and fixing Green board for class room (Quotation rate) No 8500.0 8500.0 2.0 False None None False None False 17000.0 0 2302493 67855 None Market Rate KKRDB Board No 6000.0 6000.0 1.0 False None None False None False 6000.0 0 1706180955000 0 None None Buildings Electrical Estimate of 2 Class Rooms at Ladha HRPS 57804.1 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2302494 67856 None PWD Ele. SR 2023-24, It No. 1.3.2 Supplying heavy gauge PVC conduit pipe.mm dia. mm thick with suitable size bends, metal/PVC 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 surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 25mm dia 2mm thick (PWD Ele. SR 2023-24, It No. 1.3.2) Mtr 80.0 80.0 100.0 False None None False None False 8000.0 0 2302495 67856 None PWD Ele. SR 2023-24, It No. 2.3.3 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper conductor resistance single core wire in open or consealed system of wiring with specified IS- 694:1990 & confirming to GTP of Group -A.2.5sqmm. (PWD Ele. SR 2023-24, It No. 2.3.3) Mtr 40.0 40.0 150.0 False None None False None False 6000.0 0 2302496 67856 None PWD Ele. SR 2023-24, It No. 2.3.4 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper conductor resistance single core wire in open or consealed system of wiring with specified IS- 694:1990 & confirming to GTP of Group -A.4.0sqmm. (PWD Ele. SR 2023-24, It No. 2.3.4) Mtr 87.0 87.0 80.0 False None None False None False 6960.0 0 2302497 67856 None PWD Ele. SR 2023-24, It No. 3.4.2 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall.4-5Way (PWD Ele. SR 2023-24, It No. 3.4.2) Each 138.0 138.0 2.0 False None None False None False 276.0 0 2302498 67856 None PWD Ele. SR 2023-24, It No. 3.6.2 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.2) Each 175.0 175.0 2.0 False None None False None False 350.0 0 2302499 67856 None PWD Ele. SR 2023-24, It No. 3.6.1 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.1) Each 88.0 88.0 24.0 False None None False None False 2112.0 0 2302500 67856 None PWD Ele. SR 2023-24, It No. 3.6.3 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.3) Each 162.0 162.0 4.0 False None None False None False 648.0 0 2302501 67856 None PWD Ele. SR 2023-24, It No. 3.6.4 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.4) Each 313.0 313.0 4.0 False None None False None False 1252.0 0 2302502 67856 None PWD Ele. SR 2023-24, It No. 3.6.11 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.11) Each 249.0 249.0 2.0 False None None False None False 498.0 0 2302503 67856 None PWD Ele. SR 2023-24, It No. 5.17.1 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring asrequired confirming to IEC 60898. (PWD Ele. SR 2023-24, It No. 5.17.1) Each 523.0 523.0 1.0 False None None False None False 523.0 0 2302504 67856 None PWD Ele. SR 2023-24, It No. 5.18.7 Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. (PWD Ele. SR 2023-24, It No. 5.18.7) Each 1552.0 1552.0 1.0 False None None False None False 1552.0 0 2302505 67856 None PWD Ele. SR 2023-24, It No. 5.42.2 Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with (PWD Ele. SR 2023-24, It No. 5.42.2) Sq CM 0.38 0.38 15000.0 False None None False None False 5700.0 0 2302506 67856 None PWD Ele. SR 2023-24, It No. 6.1 Earthing : Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia (PWD Ele. SR 2023-24, It No. 6.1) No 2999.7 2999.7 1.0 False None None False None False 2999.7 0 2302507 67856 None PWD Ele. SR 2023-24, It No. 29.02 Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits,depositing on bank upto a lead of 50 In soil (ordinary) (PWD Ele. SR 2023-24, It No. 29.02) Mtr 260.0 260.0 5.0 False None None False None False 1300.0 0 2302508 67856 None PWD Ele. SR 2023-24, It No. 6.4.4 Supplying of 1.1 Kv LT UG cable XLPE or heat resistance PVC Insulated PVC Extruded inner sheath armoured UG LT csble as per IS-1554( part-1) (PWD Ele. SR 2023-24, It No. 6.4.4) Mtr 150.0 150.0 10.0 False None None False None False 1500.0 0 2302509 67856 None PWD Ele. SR 2023-24, It No. 6.5.1 Labour Charges for laying 1.1 Kv class UG cable when supplied agency in existing trench GI pipe / Stoneware pipe/on wall/ on pole as required (PWD Ele. SR 2023-24, It No. 6.5.1) Mtr 11.88 11.88 5.0 False None None False None False 59.4 0 2302510 67856 None PWD Ele. SR 2023-24, It No. 7.3.1 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.48" Sweep (1200 mm) Regular model (PWD Ele. SR 2023-24, It No. 7.3.1) No 2949.0 2949.0 4.0 False None None False None False 11796.0 0 2302511 67856 None PWD Ele. SR 2023-24, It No. 14.9 Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clA and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. (PWD Ele. SR 2023-24, It No. 14.9) No 281.0 281.0 4.0 False None None False None False 1124.0 0 2302512 67856 None PWD Ele. SR 2023-24, It No. 11.3.2 Supplying of feet - PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50/60Hz & Power factor 0.9 along with CE approved. LED light fighting 1 x 4'- 20/22 w (PWD Ele. SR 2023-24, It No. 11.3.2) No 740.0 740.0 6.0 False None None False None False 4440.0 0 2302513 67856 None PWD Ele. SR 2023-24, It No. 12.3.2 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 clA.On wall/ ceiling / Rafter / Girders (PWD Ele. SR 2023-24, It No. 12.3.2) No 119.0 119.0 6.0 False None None False None False 714.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1706180964000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1706180964000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1706180964000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1706180980000 0 None None ELIGIBILITY G.S.T. at the prevailing rates will be given separately. None 1706181006000 0 None None ELIGIBILITY The Tenderer shall furnish, as part of his tender, earnest money deposit in the amount as shown in column 4 of the Table of IFT for this particular work. Tenderer can pay the full EMD amount of Rs. 1,17,903 /- through e-payment or the Earnest Money Deposit shall be in two parts. Part(1): Rs. 50,000/- by e-payment, Part-(2): Rs. 67,903 /- EMD shall be in favour of Executive Engineer, PWD, Bidar Division, Bidar, and may be in the form of Bankers Cheque/Demand Draft/Pay order in favour of Executive Engineer, PWD, Bidar Division, Bidar, payable at Bidar or cash or specified Small Savings Instruments pledged to the Executive Engineer, PWD, Bidar Division None 1706181018000 0 None None ELIGIBILITY Period for completion of this work is 06(Six) months including Monsoon. None 1706181054000 1 None None ELIGIBILITY 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 ,2020-21 2021-22 and 2022-23 (a) achieved in at least two financial years a minimum financial turn over (in all cases of civil engineering construction works only) Rs. 67.49 Lakhs/- Turnover certificate must have UDI number , otherwise it will not be considered for further bid evaluation. None 1706181066000 1 None None ELIGIBILITY Liquid Assets and/or availability of credit facilities of not less than Rs. 16.87 Lakhs Lakhs (Credit Lines/Letter of Credit/Certificates from the Banks for meeting the fund requirement etc. None 1706181089000 1 None None ELIGIBILITY 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 ,2020-21 2021-22 and 2022-23 (b) satisfactorily completed as prime contractor, at least one similar work such as Any Construction of Work such as of value not less than Rs 16.87 Lakhs/- None 1706181103000 1 None None ELIGIBILITY 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 ,2020-21 2021-22 and 2022-23 (c) executed in any one year, the following minimum quantities of work(1)Earth work excavation/embankment/shoulders: 477.00 cum (2)BBM/SSM: 160.1.00 Cum (3) Plastering: 1015.17 Sqm (4) Steel: 10.58 MT (5)PCC/RCC : 149 Cum (6) Flooring:321.38 Sqm None 1706271723000 0 None None ELIGIBILITY This work is reserved for Scheduled Caste (SC) Contractor only Registered Scheduled Cast Certificate can submit their tender and should upload the Caste Certificate issued by the Competent Authority None 1706342364000 0 None None ELIGIBILITY The Tenderer shall furnish, as part of his tender, earnest money deposit in the amount as shown in column 4 of the Table of IFT for this particular work. Tenderer can pay the full EMD amount of Rs. 67,500/- through e-payment None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (b) satisfactorily completed as prime contractor, at least one similar work such as Any Construction of Work such as of value not less than Rs 16.87 Lakhs/- Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (c) executed in any one year, the following minimum quantities of work(1)Earth work excavation/embankment/shoulders: 477.00 cum (2)BBM/SSM: 160.1.00 Cum (3) Plastering: 1015.17 Sqm (4) Steel: 10.58 MT (5)PCC/RCC : 149 Cum (6) Flooring:321.38 Sqm Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None List of existing commitments and ongoing works Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- List of existing commitments and ongoing works None None None None List of works for which tenders already submitted Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- List of works for which tenders already submitted None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditors reports for the last five years Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Reports on the financial standing of the tenderer, such as profit and loss statements and auditors reports for the last five years None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Qualification and experience of the key technical and management personnel None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (a) achieved in at least two financial years a minimum financial turn over (in all cases of civil engineering construction works only) Rs. 67.49 Lakhs/- Turnover certificate must have UDI number , otherwise it will not be considered for further bid evaluation. 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 not less than Rs. 17.69 Lakhs Lakhs (Credit Lines/Letter of Credit/Certificates from the Banks for meeting the fund requirement etc. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Company Registration Certificate True Technical Bid Work done Certificate True Technical Bid Line of Credit True Technical Bid Other Documents False Technical Bid Reserved Category Certificate SC True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None