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evaluationTypeTextTwo Cover
invitingStrategyOPEN
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taxTypeINCLUSIVE_TAX
tenderFee3590.00
emd215073.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose04-06-2024 14:05:06
tenderQueryClose03-06-2024 16:05:04
technicalBidOpen05-06-2024 16:05:08
publishedDate22-05-2024 13:18:12
publishedByPostPWD_EE_DIV_BID
publishedByUserKPE14569 - SHIVSHANKER V KAMSHETTY
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preBidMeetingDate27-05-2024 13:04:50
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tenderNumberPWD/2023-24/BD/WORK_INDENT9528
titleConstruction of 4 class rooms at MPS Halsi Tugaon, 4 class rooms at MPS Saigaon, 2 class rooms at MPS Shreemalli, 2 class rooms at MPS Bolegaon in Bhalki Taluka
descriptionConstruction of 4 class rooms at MPS Halsi Tugaon, 4 class rooms at MPS Saigaon, 2 class rooms at MPS Shreemalli, 2 class rooms at MPS Bolegaon in Bhalki Taluka
categoryWORKS
categoryTextWorks
ecv14338155.62
deptNamePublic Works Department
statusPUBLISHED
statusTextPublished
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ecvtenderYnTrue
location1692
locationNamePWD Division Office Bidar
provisionalAmount17000000.0
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tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17105742030000NoneNoneBuildingsDetailed Estimate of 4 Class Rooms at MPS Halsi Tugaon4358414.99
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3120250107198None2023-24 CSR, Volume-1, Pg No. 8 SI. No.1.12Earth 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 (2023-24 CSR, Volume-1, Pg No. 8/ SI. No.1.12)Cum99.7599.7539.15FalseNoneNoneFalseNoneFalse3905.21250
3120251107198None2023-24 CSR, Volume-1, Pg No. 8 SI. No.1.14.1Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (2023-24 CSR, Volume-1, Pg No. 8/ SI. No.1.14.1)Cum107.1107.1109.25FalseNoneNoneFalseNoneFalse11700.6750
3120252107198None2023-24 CSR, Volume-1, Pg No. 15 SI. No.2.1.3Providing 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 (2023-24 CSR, Volume-1, Pg No. 15/ SI. No.2.1.3)Cum6288.456288.4514.36FalseNoneNoneFalseNoneFalse90302.1420
3120253107198None2023-24 CSR, Volume-2, Pg No. 9 SI. No.5.3Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (2023-24 CSR, Volume-2, Pg No. 9/ SI. No.5.3)Cum6515.256515.2518.7FalseNoneNoneFalseNoneFalse121835.1750
3120254107198None2023-24 CSR, Volume-2, Pg No. 9 SI. No.5.6Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Basement in CM 1:6. (2023-24 CSR, Volume-2, Pg No. 9/ SI. No.5.6)Cum6770.46770.427.07FalseNoneNoneFalseNoneFalse183274.7280
3120255107198None2023-24 CSR, Volume-1, Pg No. 15 SI. No.2.2.1Providing 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 (2023-24 CSR, Volume-1, Pg No. 15/ SI. No.2.2.1)Cum6601.356601.3524.56FalseNoneNoneFalseNoneFalse162129.1560
3120256107198None2023-24 CSR, Volume-1, Pg No. 29 SI. No.1aFormwark for Footings Isolated @ 8% (2023-24 CSR, Volume-1, Pg No. 29/ SI. No.1a)Cum528.11528.1124.56FalseNoneNoneFalseNoneFalse12970.38160
3120257107198None2023-24 CSR, Volume-1, Pg No. 16 SI. No.2.4.2Providing 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 (2023-24 CSR, Volume-1, Pg No. 16/ SI. No.2.4.2)Cum6639.156639.1513.42FalseNoneNoneFalseNoneFalse89097.3930
3120258107198None2023-24 CSR, Volume-1, Pg No. 29 SI. No.7Formwark for Columns @ 70% (2023-24 CSR, Volume-1, Pg No. 29/ SI. No.7)Cum4647.414647.415.21FalseNoneNoneFalseNoneFalse24213.00610
3120259107198None2023-24 CSR, Volume-1, Pg No. 29 SI. No.1aFormwark for Plinth beams of Buildings @ 50% (2023-24 CSR, Volume-1, Pg No. 29/ SI. No.1a)Cum3319.583319.588.2FalseNoneNoneFalseNoneFalse27220.5560
3120260107198None2023-24 CSR, Volume-1, Pg No. 7 SI. No.1.9Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (2023-24 CSR, Volume-1, Pg No. 7/ SI. No.1.9)Cum279.3279.3178.6FalseNoneNoneFalseNoneFalse49882.980
3120261107198None2023-24 CSR, Volume-1, Pg No. 16 SI. No.2.5.1Providing 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 (2023-24 CSR, Volume-1, Pg No. 16/ SI. No.2.5.1)Cum6961.56961.563.97FalseNoneNoneFalseNoneFalse445327.1550
3120262107198None2023-24 CSR, Volume-1, Pg No. 29 SI. No.7Formwark for Columns @ 70% (2023-24 CSR, Volume-1, Pg No. 29/ SI. No.7)Cum4873.054873.0510.52FalseNoneNoneFalseNoneFalse51264.4860
3120263107198None2023-24 CSR, Volume-1, Pg No. 30 SI. No.12Formwark for Beams & Lintels of Building @ 60% (2023-24 CSR, Volume-1, Pg No. 30/ SI. No.12)Cum4176.94176.914.31FalseNoneNoneFalseNoneFalse59771.4390
3120264107198None2023-24 CSR, Volume-1, Pg No. 30 SI. No.13Formwark for Roof Slab of Building @ 50% (2023-24 CSR, Volume-1, Pg No. 30/ SI. No.13)Cum3480.753480.7538.74FalseNoneNoneFalseNoneFalse134844.2550
3120265107198None2023-24 CSR, Volume-1, Pg No. 30 SI. No.17Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (2023-24 CSR, Volume-1, Pg No. 30/ SI. No.17)Cum3132.683132.680.41FalseNoneNoneFalseNoneFalse1284.39880
3120266107198None2023-24 CSR, Volume-1, Pg No. 16 SI. No.2.4.1Providing 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 (2023-24 CSR, Volume-1, Pg No. 16/ SI. No.2.4.1)Cum6724.26724.219.31FalseNoneNoneFalseNoneFalse129844.3020
3120267107198None2023-24 CSR, Volume-1, Pg No. 18 SI. No.2.11aSupplying, 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 (2023-24 CSR, Volume-1, Pg No. 18/ SI. No.2.11a)Tonne93929.8593929.859.14FalseNoneNoneFalseNoneFalse858518.8290
3120268107198None2023-24 CSR, Volume-2, Pg No. 14 SI. No.6.8Providing 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.(2023-24 CSR, Volume-2, Pg No. 14/ SI. No.6.8)Cum8367.458367.4563.87FalseNoneNoneFalseNoneFalse534429.03150
3120269107198None2023-24 CSR, Volume-2, Pg No. 99 SI. No.12.12Providing 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 CSR, Volume-2, Pg No. 99/ SI. No.12.12)Cum130412.1130412.10.31FalseNoneNoneFalseNoneFalse40427.7510
3120270107198None2023-24 CSR, Volume-2, Pg No. 104 SI. No.12.51Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. (2023-24 CSR, Volume-2, Pg No. 104/ SI. No.12.51)Nos1066.81066.85.0FalseNoneNoneFalseNoneFalse5334.00
3120271107198None2023-24 CSR, Volume-2, Pg No. 100 SI. No.12.16Providing 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)Sqm7241.857241.8512.6FalseNoneNoneFalseNoneFalse91247.310
3120272107198None2023-24 CSR, Volume-2, Pg No. 86 SI. No.11.31Providing 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)Kg120.75120.75466.56FalseNoneNoneFalseNoneFalse56337.120
3120273107198NoneCSR 23-24 Volume-2, Pg No. 108-109 SI. No.12.84Providing & fxing of 2-track x 2-panel sliding windows made out of multichambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at6 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)Sqm5274.155274.1517.28FalseNoneNoneFalseNoneFalse91137.3120
3120274107198None2023-24 CSR, Volume-2, M C Pg No. A-24 SI. No.394Galvanised 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)Sqm294.0294.025.92FalseNoneNoneFalseNoneFalse7620.480
3120275107198None2023-24 CSR, Volume-2, Pg No. 85 SI. No.11.30.1Providing & 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)Sqm957.6957.68.64FalseNoneNoneFalseNoneFalse8273.6640
3120276107198None2023-24 CSR, Volume-2, Pg No. 41 SI. No.8.1.2Providing 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)Sqm253.05253.05444.85FalseNoneNoneFalseNoneFalse112569.29250
3120277107198None2023-24 CSR, Volume-2, Pg No. 50 SI. No.8.51Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (2023-24 CSR, Volume-2, Pg No. 50/ SI. No.8.51)Sqm105.0105.0644.85FalseNoneNoneFalseNoneFalse67709.250
3120278107198None2023-24 CSR, Volume-2, Pg No. 44 SI. No.8.16aProviding 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)Sqm1299.91299.917.58FalseNoneNoneFalseNoneFalse22852.2420
3120279107198None2023-24 CSR, Volume-2, Pg No. 42 SI. No.8.2.2Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :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. 42/ SI. No.8.2.2)Sqm292.95292.95356.41FalseNoneNoneFalseNoneFalse104410.30950
3120280107198None2023-24 CSR, Volume-2, Pg No. 64 SI. No.9.34Flooring 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)Sqm1622.251622.25273.59FalseNoneNoneFalseNoneFalse443831.37750
3120281107198None2023-24 CSR, Volume-2, Pg No. 47 SI. No.8.33.3Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (2023-24 CSR, Volume-2, Pg No. 47/ SI. No.8.33.3)Sqm145.95145.9525.92FalseNoneNoneFalseNoneFalse3783.0240
3120282107198None2023-24 CSR, Volume-2, Pg No. 46 SI. No.8.33.2Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (2023-24 CSR, Volume-2, Pg No. 46/ SI. No.8.33.2)Sqm144.9144.940.32FalseNoneNoneFalseNoneFalse5842.3680
3120283107198None2023-24 CSR, Volume-2, Pg No. 46 SI. No.8.30Finishing 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)Sqm182.7182.7356.41FalseNoneNoneFalseNoneFalse65116.1070
3120284107198None2023-24 CSR, Volume-2, Pg No. 46 SI. No.8.33.1Finishing 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)Sqm165.9165.9644.85FalseNoneNoneFalseNoneFalse106980.6150
3120285107198None2023-24 CSR, Volume-2, Pg No. 125 SI. No.13.47Providing 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)m206.85206.858.0FalseNoneNoneFalseNoneFalse1654.80
3120286107198None2023-24 CSR, Volume-2, Pg No. 84 SI. No.11.26.1Providing 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)Kgs144.9144.9135.0FalseNoneNoneFalseNoneFalse19561.50
3120287107198NoneQuotation rateProviding and fixing Green board for class room (Quotation rate)No8500.08500.04.0FalseNoneNoneFalseNoneFalse34000.00
3120288107198None2023-24 CSR, Volume-2, Pg No. 82 SI. No.11.16.1Providing 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)Kgs142.8142.832.5FalseNoneNoneFalseNoneFalse4641.00
3120289107198None2023-24 CSR, Volume-2, Pg No. 26 SI. No.7.38Providing 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)Sqm596.4596.421.0FalseNoneNoneFalseNoneFalse12524.40
3120290107198None2023-24 CSR, Volume-2, Pg No. 77 SI. No.11.30Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (2023-24 CSR, Volume-2, Pg No. 77/ SI. No.11.30)Sqm8689.88689.86.3FalseNoneNoneFalseNoneFalse54745.740
3120291107198NoneAs per Approved rateKKRDB Name BoardNo6000.06000.01.0FalseNoneNoneFalseNoneFalse6000.00
17105742030000NoneNoneBuildingsElectrical Estimate for 4 Class Rooms at MPS Halsi Tugaon105628.1
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3120292107199NonePWD Ele. SR 2023-24, It No. 1.3.2Supplying 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)Mtr80.080.0180.0FalseNoneNoneFalseNoneFalse14400.00
3120293107199NonePWD Ele. SR 2023-24, It No. 2.3.3Wiring 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)Mtr40.040.0200.0FalseNoneNoneFalseNoneFalse8000.00
3120294107199NonePWD Ele. SR 2023-24, It No. 2.3.4Wiring 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)Mtr87.087.0150.0FalseNoneNoneFalseNoneFalse13050.00
3120295107199NonePWD Ele. SR 2023-24, It No. 3.4.2Supplying 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)Each138.0138.04.0FalseNoneNoneFalseNoneFalse552.00
3120296107199NonePWD Ele. SR 2023-24, It No. 3.6.2Supplying 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)Each175.0175.04.0FalseNoneNoneFalseNoneFalse700.00
3120297107199NonePWD Ele. SR 2023-24, It No. 3.6.1Supplying 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)Each88.088.040.0FalseNoneNoneFalseNoneFalse3520.00
3120298107199NonePWD Ele. SR 2023-24, It No. 3.6.3Supplying 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)Each162.0162.08.0FalseNoneNoneFalseNoneFalse1296.00
3120299107199NonePWD Ele. SR 2023-24, It No. 3.6.4Supplying 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)Each313.0313.08.0FalseNoneNoneFalseNoneFalse2504.00
3120300107199NonePWD Ele. SR 2023-24, It No. 3.6.11Supplying 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)Each249.0249.05.0FalseNoneNoneFalseNoneFalse1245.00
3120301107199NonePWD Ele. SR 2023-24, It No. 5.17.1Supplying 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)Each523.0523.01.0FalseNoneNoneFalseNoneFalse523.00
3120302107199NonePWD Ele. SR 2023-24, It No. 5.18.7Supplying 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)Each1552.01552.01.0FalseNoneNoneFalseNoneFalse1552.00
3120303107199NonePWD Ele. SR 2023-24, It No. 5.42.2Fabricating 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 CM0.380.3825000.0FalseNoneNoneFalseNoneFalse9500.00
3120304107199NonePWD Ele. SR 2023-24, It No. 6.1Earthing : 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)No2999.72999.71.0FalseNoneNoneFalseNoneFalse2999.70
3120305107199NonePWD Ele. SR 2023-24, It No. 29.02Earth 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)Mtr260.0260.05.0FalseNoneNoneFalseNoneFalse1300.00
3120306107199NonePWD Ele. SR 2023-24, It No. 6.4.4Supplying 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)Mtr150.0150.010.0FalseNoneNoneFalseNoneFalse1500.00
3120307107199NonePWD Ele. SR 2023-24, It No. 6.5.1Labour 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)Mtr11.8811.885.0FalseNoneNoneFalseNoneFalse59.40
3120308107199NonePWD Ele. SR 2023-24, It No. 7.3.1Supplying 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)No2949.02949.08.0FalseNoneNoneFalseNoneFalse23592.00
3120309107199NonePWD Ele. SR 2023-24, It No. 14.9Fixing 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)No281.0281.08.0FalseNoneNoneFalseNoneFalse2248.00
3120310107199NonePWD Ele. SR 2023-24, It No. 11.3.2Supplying 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)No740.0740.021.0FalseNoneNoneFalseNoneFalse15540.00
3120311107199NonePWD Ele. SR 2023-24, It No. 12.3.2Fixing 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)No119.0119.013.0FalseNoneNoneFalseNoneFalse1547.00
17105742030000NoneNoneBuildingsDetailed Estimate of 4 Class Rooms at MPS Saigaon4358414.99
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3120312107200None2023-24 CSR, Volume-1, Pg No. 8 SI. No.1.12Earth 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 (2023-24 CSR, Volume-1, Pg No. 8/ SI. No.1.12)Cum99.7599.7539.15FalseNoneNoneFalseNoneFalse3905.21250
3120313107200None2023-24 CSR, Volume-1, Pg No. 8 SI. No.1.14.1Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (2023-24 CSR, Volume-1, Pg No. 8/ SI. No.1.14.1)Cum107.1107.1109.25FalseNoneNoneFalseNoneFalse11700.6750
3120314107200None2023-24 CSR, Volume-1, Pg No. 15 SI. No.2.1.3Providing 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 (2023-24 CSR, Volume-1, Pg No. 15/ SI. No.2.1.3)Cum6288.456288.4514.36FalseNoneNoneFalseNoneFalse90302.1420
3120315107200None2023-24 CSR, Volume-2, Pg No. 9 SI. No.5.3Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (2023-24 CSR, Volume-2, Pg No. 9/ SI. No.5.3)Cum6515.256515.2518.7FalseNoneNoneFalseNoneFalse121835.1750
3120316107200None2023-24 CSR, Volume-2, Pg No. 9 SI. No.5.6Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Basement in CM 1:6. (2023-24 CSR, Volume-2, Pg No. 9/ SI. No.5.6)Cum6770.46770.427.07FalseNoneNoneFalseNoneFalse183274.7280
3120317107200None2023-24 CSR, Volume-1, Pg No. 15 SI. No.2.2.1Providing 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 (2023-24 CSR, Volume-1, Pg No. 15/ SI. No.2.2.1)Cum6601.356601.3524.56FalseNoneNoneFalseNoneFalse162129.1560
3120318107200None2023-24 CSR, Volume-1, Pg No. 29 SI. No.1aFormwark for Footings Isolated @ 8% (2023-24 CSR, Volume-1, Pg No. 29/ SI. No.1a)Cum528.11528.1124.56FalseNoneNoneFalseNoneFalse12970.38160
3120319107200None2023-24 CSR, Volume-1, Pg No. 16 SI. No.2.4.2Providing 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 (2023-24 CSR, Volume-1, Pg No. 16/ SI. No.2.4.2)Cum6639.156639.1513.42FalseNoneNoneFalseNoneFalse89097.3930
3120320107200None2023-24 CSR, Volume-1, Pg No. 29 SI. No.7Formwark for Columns @ 70% (2023-24 CSR, Volume-1, Pg No. 29/ SI. No.7)Cum4647.414647.415.21FalseNoneNoneFalseNoneFalse24213.00610
3120321107200None2023-24 CSR, Volume-1, Pg No. 29 SI. No.1aFormwark for Plinth beams of Buildings @ 50% (2023-24 CSR, Volume-1, Pg No. 29/ SI. No.1a)Cum3319.583319.588.2FalseNoneNoneFalseNoneFalse27220.5560
3120322107200None2023-24 CSR, Volume-1, Pg No. 7 SI. No.1.9Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (2023-24 CSR, Volume-1, Pg No. 7/ SI. No.1.9)Cum279.3279.3178.6FalseNoneNoneFalseNoneFalse49882.980
3120323107200None2023-24 CSR, Volume-1, Pg No. 16 SI. No.2.5.1Providing 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 (2023-24 CSR, Volume-1, Pg No. 16/ SI. No.2.5.1)Cum6961.56961.563.97FalseNoneNoneFalseNoneFalse445327.1550
3120324107200None2023-24 CSR, Volume-1, Pg No. 29 SI. No.7Formwark for Columns @ 70% (2023-24 CSR, Volume-1, Pg No. 29/ SI. No.7)Cum4873.054873.0510.52FalseNoneNoneFalseNoneFalse51264.4860
3120325107200None2023-24 CSR, Volume-1, Pg No. 30 SI. No.12Formwark for Beams & Lintels of Building @ 60% (2023-24 CSR, Volume-1, Pg No. 30/ SI. No.12)Cum4176.94176.914.31FalseNoneNoneFalseNoneFalse59771.4390
3120326107200None2023-24 CSR, Volume-1, Pg No. 30 SI. No.13Formwark for Roof Slab of Building @ 50% (2023-24 CSR, Volume-1, Pg No. 30/ SI. No.13)Cum3480.753480.7538.74FalseNoneNoneFalseNoneFalse134844.2550
3120327107200None2023-24 CSR, Volume-1, Pg No. 30 SI. No.17Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (2023-24 CSR, Volume-1, Pg No. 30/ SI. No.17)Cum3132.683132.680.41FalseNoneNoneFalseNoneFalse1284.39880
3120328107200None2023-24 CSR, Volume-1, Pg No. 16 SI. No.2.4.1Providing 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 (2023-24 CSR, Volume-1, Pg No. 16/ SI. No.2.4.1)Cum6724.26724.219.31FalseNoneNoneFalseNoneFalse129844.3020
3120329107200None2023-24 CSR, Volume-1, Pg No. 18 SI. No.2.11aSupplying, 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 (2023-24 CSR, Volume-1, Pg No. 18/ SI. No.2.11a)Tonne93929.8593929.859.14FalseNoneNoneFalseNoneFalse858518.8290
3120330107200None2023-24 CSR, Volume-2, Pg No. 14 SI. No.6.8Providing 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.(2023-24 CSR, Volume-2, Pg No. 14/ SI. No.6.8)Cum8367.458367.4563.87FalseNoneNoneFalseNoneFalse534429.03150
3120331107200None2023-24 CSR, Volume-2, Pg No. 99 SI. No.12.12Providing 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 CSR, Volume-2, Pg No. 99/ SI. No.12.12)Cum130412.1130412.10.31FalseNoneNoneFalseNoneFalse40427.7510
3120332107200None2023-24 CSR, Volume-2, Pg No. 104 SI. No.12.51Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. (2023-24 CSR, Volume-2, Pg No. 104/ SI. No.12.51)Nos1066.81066.85.0FalseNoneNoneFalseNoneFalse5334.00
3120333107200None2023-24 CSR, Volume-2, Pg No. 100 SI. No.12.16Providing 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)Sqm7241.857241.8512.6FalseNoneNoneFalseNoneFalse91247.310
3120334107200None2023-24 CSR, Volume-2, Pg No. 86 SI. No.11.31Providing 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)Kg120.75120.75466.56FalseNoneNoneFalseNoneFalse56337.120
3120335107200NoneCSR 23-24 Volume-2, Pg No. 108-109 SI. No.12.84Providing & fxing of 2-track x 2-panel sliding windows made out of multichambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at6 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)Sqm5274.155274.1517.28FalseNoneNoneFalseNoneFalse91137.3120
3120336107200None2023-24 CSR, Volume-2, M C Pg No. A-24 SI. No.394Galvanised 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)Sqm294.0294.025.92FalseNoneNoneFalseNoneFalse7620.480
3120337107200None2023-24 CSR, Volume-2, Pg No. 85 SI. No.11.30.1Providing & 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)Sqm957.6957.68.64FalseNoneNoneFalseNoneFalse8273.6640
3120338107200None2023-24 CSR, Volume-2, Pg No. 41 SI. No.8.1.2Providing 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)Sqm253.05253.05444.85FalseNoneNoneFalseNoneFalse112569.29250
3120339107200None2023-24 CSR, Volume-2, Pg No. 50 SI. No.8.51Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (2023-24 CSR, Volume-2, Pg No. 50/ SI. No.8.51)Sqm105.0105.0644.85FalseNoneNoneFalseNoneFalse67709.250
3120340107200None2023-24 CSR, Volume-2, Pg No. 44 SI. No.8.16aProviding 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)Sqm1299.91299.917.58FalseNoneNoneFalseNoneFalse22852.2420
3120341107200None2023-24 CSR, Volume-2, Pg No. 42 SI. No.8.2.2Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :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. 42/ SI. No.8.2.2)Sqm292.95292.95356.41FalseNoneNoneFalseNoneFalse104410.30950
3120342107200None2023-24 CSR, Volume-2, Pg No. 64 SI. No.9.34Flooring 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)Sqm1622.251622.25273.59FalseNoneNoneFalseNoneFalse443831.37750
3120343107200None2023-24 CSR, Volume-2, Pg No. 47 SI. No.8.33.3Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (2023-24 CSR, Volume-2, Pg No. 47/ SI. No.8.33.3)Sqm145.95145.9525.92FalseNoneNoneFalseNoneFalse3783.0240
3120344107200None2023-24 CSR, Volume-2, Pg No. 46 SI. No.8.33.2Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (2023-24 CSR, Volume-2, Pg No. 46/ SI. No.8.33.2)Sqm144.9144.940.32FalseNoneNoneFalseNoneFalse5842.3680
3120345107200None2023-24 CSR, Volume-2, Pg No. 46 SI. No.8.30Finishing 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)Sqm182.7182.7356.41FalseNoneNoneFalseNoneFalse65116.1070
3120346107200None2023-24 CSR, Volume-2, Pg No. 46 SI. No.8.33.1Finishing 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)Sqm165.9165.9644.85FalseNoneNoneFalseNoneFalse106980.6150
3120347107200None2023-24 CSR, Volume-2, Pg No. 125 SI. No.13.47Providing 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)m206.85206.858.0FalseNoneNoneFalseNoneFalse1654.80
3120348107200None2023-24 CSR, Volume-2, Pg No. 84 SI. No.11.26.1Providing 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)Kgs144.9144.9135.0FalseNoneNoneFalseNoneFalse19561.50
3120349107200NoneQuotation rateProviding and fixing Green board for class room (Quotation rate)No8500.08500.04.0FalseNoneNoneFalseNoneFalse34000.00
3120350107200None2023-24 CSR, Volume-2, Pg No. 82 SI. No.11.16.1Providing 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)Kgs142.8142.832.5FalseNoneNoneFalseNoneFalse4641.00
3120351107200None2023-24 CSR, Volume-2, Pg No. 26 SI. No.7.38Providing 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)Sqm596.4596.421.0FalseNoneNoneFalseNoneFalse12524.40
3120352107200None2023-24 CSR, Volume-2, Pg No. 77 SI. No.11.30Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (2023-24 CSR, Volume-2, Pg No. 77/ SI. No.11.30)Sqm8689.88689.86.3FalseNoneNoneFalseNoneFalse54745.740
3120353107200NoneAs per Approved rateKKRDB Name BoardNo6000.06000.01.0FalseNoneNoneFalseNoneFalse6000.00
17105742030000NoneNoneBuildingsElectrical Estimate for 4 Class Rooms at MPS Saigaon105628.1
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3120354107201NonePWD Ele. SR 2023-24, It No. 1.3.2Supplying 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)Mtr80.080.0180.0FalseNoneNoneFalseNoneFalse14400.00
3120355107201NonePWD Ele. SR 2023-24, It No. 2.3.3Wiring 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)Mtr40.040.0200.0FalseNoneNoneFalseNoneFalse8000.00
3120356107201NonePWD Ele. SR 2023-24, It No. 2.3.4Wiring 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)Mtr87.087.0150.0FalseNoneNoneFalseNoneFalse13050.00
3120357107201NonePWD Ele. SR 2023-24, It No. 3.4.2Supplying 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)Each138.0138.04.0FalseNoneNoneFalseNoneFalse552.00
3120358107201NonePWD Ele. SR 2023-24, It No. 3.6.2Supplying 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)Each175.0175.04.0FalseNoneNoneFalseNoneFalse700.00
3120359107201NonePWD Ele. SR 2023-24, It No. 3.6.1Supplying 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)Each88.088.040.0FalseNoneNoneFalseNoneFalse3520.00
3120360107201NonePWD Ele. SR 2023-24, It No. 3.6.3Supplying 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)Each162.0162.08.0FalseNoneNoneFalseNoneFalse1296.00
3120361107201NonePWD Ele. SR 2023-24, It No. 3.6.4Supplying 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)Each313.0313.08.0FalseNoneNoneFalseNoneFalse2504.00
3120362107201NonePWD Ele. SR 2023-24, It No. 3.6.11Supplying 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)Each249.0249.05.0FalseNoneNoneFalseNoneFalse1245.00
3120363107201NonePWD Ele. SR 2023-24, It No. 5.17.1Supplying 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)Each523.0523.01.0FalseNoneNoneFalseNoneFalse523.00
3120364107201NonePWD Ele. SR 2023-24, It No. 5.18.7Supplying 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)Each1552.01552.01.0FalseNoneNoneFalseNoneFalse1552.00
3120365107201NonePWD Ele. SR 2023-24, It No. 5.42.2Fabricating 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 CM0.380.3825000.0FalseNoneNoneFalseNoneFalse9500.00
3120366107201NonePWD Ele. SR 2023-24, It No. 6.1Earthing : 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)No2999.72999.71.0FalseNoneNoneFalseNoneFalse2999.70
3120367107201NonePWD Ele. SR 2023-24, It No. 29.02Earth 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)Mtr260.0260.05.0FalseNoneNoneFalseNoneFalse1300.00
3120368107201NonePWD Ele. SR 2023-24, It No. 6.4.4Supplying 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)Mtr150.0150.010.0FalseNoneNoneFalseNoneFalse1500.00
3120369107201NonePWD Ele. SR 2023-24, It No. 6.5.1Labour 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)Mtr11.8811.885.0FalseNoneNoneFalseNoneFalse59.40
3120370107201NonePWD Ele. SR 2023-24, It No. 7.3.1Supplying 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)No2949.02949.08.0FalseNoneNoneFalseNoneFalse23592.00
3120371107201NonePWD Ele. SR 2023-24, It No. 14.9Fixing 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)No281.0281.08.0FalseNoneNoneFalseNoneFalse2248.00
3120372107201NonePWD Ele. SR 2023-24, It No. 11.3.2Supplying 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)No740.0740.021.0FalseNoneNoneFalseNoneFalse15540.00
3120373107201NonePWD Ele. SR 2023-24, It No. 12.3.2Fixing 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)No119.0119.013.0FalseNoneNoneFalseNoneFalse1547.00
17105742030000NoneNoneBuildingsDetailed Estimate of 2 Class Rooms at MPS Shreemalli2645881.62
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3120374107202None2023-24 CSR, Volume-1, Pg No. 8 SI. No.1.12Earth 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 (2023-24 CSR, Volume-1, Pg No. 8/ SI. No.1.12)Cum99.7599.7522.18FalseNoneNoneFalseNoneFalse2212.4550
3120375107202None2023-24 CSR, Volume-1, Pg No. 8 SI. No.1.14.1Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (2023-24 CSR, Volume-1, Pg No. 8/ SI. No.1.14.1)Cum107.1107.165.84FalseNoneNoneFalseNoneFalse7051.4640
3120376107202None2023-24 CSR, Volume-1, Pg No. 15 SI. No.2.1.3Providing 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 (2023-24 CSR, Volume-1, Pg No. 15/ SI. No.2.1.3)Cum6288.456288.458.8FalseNoneNoneFalseNoneFalse55338.360
3120377107202None2023-24 CSR, Volume-2, Pg No. 9 SI. No.5.3Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (2023-24 CSR, Volume-2, Pg No. 9/ SI. No.5.3)Cum6515.256515.2511.42FalseNoneNoneFalseNoneFalse74404.1550
3120378107202None2023-24 CSR, Volume-2, Pg No. 9 SI. No.5.6Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Basement in CM 1:6. (2023-24 CSR, Volume-2, Pg No. 9/ SI. No.5.6)Cum6770.46770.416.51FalseNoneNoneFalseNoneFalse111779.3040
3120379107202None2023-24 CSR, Volume-1, Pg No. 15 SI. No.2.2.1Providing 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 (2023-24 CSR, Volume-1, Pg No. 15/ SI. No.2.2.1)Cum6601.356601.3514.73FalseNoneNoneFalseNoneFalse97237.88550
3120380107202None2023-24 CSR, Volume-1, Pg No. 29 SI. No.1aFormwark for Footings Isolated @ 8% (2023-24 CSR, Volume-1, Pg No. 29/ SI. No.1a)Cum528.11528.1114.73FalseNoneNoneFalseNoneFalse7779.06030
3120381107202None2023-24 CSR, Volume-1, Pg No. 16 SI. No.2.4.2Providing 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 (2023-24 CSR, Volume-1, Pg No. 16/ SI. No.2.4.2)Cum6639.156639.158.13FalseNoneNoneFalseNoneFalse53976.28950
3120382107202None2023-24 CSR, Volume-1, Pg No. 29 SI. No.7Formwark for Columns @ 70% (2023-24 CSR, Volume-1, Pg No. 29/ SI. No.7)Cum4647.414647.413.13FalseNoneNoneFalseNoneFalse14546.39330
3120383107202None2023-24 CSR, Volume-1, Pg No. 29 SI. No.1aFormwark for Plinth beams of Buildings @ 50% (2023-24 CSR, Volume-1, Pg No. 29/ SI. No.1a)Cum3319.583319.585.01FalseNoneNoneFalseNoneFalse16631.09580
3120384107202None2023-24 CSR, Volume-1, Pg No. 7 SI. No.1.9Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (2023-24 CSR, Volume-1, Pg No. 7/ SI. No.1.9)Cum279.3279.399.26FalseNoneNoneFalseNoneFalse27723.3180
3120385107202None2023-24 CSR, Volume-1, Pg No. 16 SI. No.2.5.1Providing 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 (2023-24 CSR, Volume-1, Pg No. 16/ SI. No.2.5.1)Cum6961.56961.537.4FalseNoneNoneFalseNoneFalse260360.10
3120386107202None2023-24 CSR, Volume-1, Pg No. 29 SI. No.7Formwark for Columns @ 70% (2023-24 CSR, Volume-1, Pg No. 29/ SI. No.7)Cum4873.054873.056.71FalseNoneNoneFalseNoneFalse32698.16550
3120387107202None2023-24 CSR, Volume-1, Pg No. 30 SI. No.12Formwark for Beams & Lintels of Building @ 60% (2023-24 CSR, Volume-1, Pg No. 30/ SI. No.12)Cum4176.94176.98.46FalseNoneNoneFalseNoneFalse35336.5740
3120388107202None2023-24 CSR, Volume-1, Pg No. 30 SI. No.13Formwark for Roof Slab of Building @ 50% (2023-24 CSR, Volume-1, Pg No. 30/ SI. No.13)Cum3480.753480.7522.06FalseNoneNoneFalseNoneFalse76785.3450
3120389107202None2023-24 CSR, Volume-1, Pg No. 30 SI. No.17Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (2023-24 CSR, Volume-1, Pg No. 30/ SI. No.17)Cum3132.683132.680.2FalseNoneNoneFalseNoneFalse626.5360
3120390107202None2023-24 CSR, Volume-1, Pg No. 16 SI. No.2.4.1Providing 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 (2023-24 CSR, Volume-1, Pg No. 16/ SI. No.2.4.1)Cum6724.26724.213.89FalseNoneNoneFalseNoneFalse93399.1380
3120391107202None2023-24 CSR, Volume-1, Pg No. 18 SI. No.2.11aSupplying, 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 (2023-24 CSR, Volume-1, Pg No. 18/ SI. No.2.11a)Tonne93929.8593929.855.16FalseNoneNoneFalseNoneFalse484678.0260
3120392107202None2023-24 CSR, Volume-2, Pg No. 14 SI. No.6.8Providing 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.(2023-24 CSR, Volume-2, Pg No. 14/ SI. No.6.8)Cum8367.458367.4541.8FalseNoneNoneFalseNoneFalse349759.410
3120393107202None2023-24 CSR, Volume-2, Pg No. 99 SI. No.12.12Providing 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 CSR, Volume-2, Pg No. 99/ SI. No.12.12)Cum130412.1130412.10.19FalseNoneNoneFalseNoneFalse24778.2990
3120394107202None2023-24 CSR, Volume-2, Pg No. 104 SI. No.12.51Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. (2023-24 CSR, Volume-2, Pg No. 104/ SI. No.12.51)Nos1066.81066.83.0FalseNoneNoneFalseNoneFalse3200.40
3120395107202None2023-24 CSR, Volume-2, Pg No. 100 SI. No.12.16Providing 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)Sqm7241.857241.857.56FalseNoneNoneFalseNoneFalse54748.3860
3120396107202None2023-24 CSR, Volume-2, Pg No. 86 SI. No.11.31Providing 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)Kg120.75120.75233.28FalseNoneNoneFalseNoneFalse28168.560
3120397107202NoneCSR 23-24 Volume-2, Pg No. 108-109 SI. No.12.84Providing & fxing of 2-track x 2-panel sliding windows made out of multichambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at6 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)Sqm5274.155274.158.64FalseNoneNoneFalseNoneFalse45568.6560
3120398107202None2023-24 CSR, Volume-2, M C Pg No. A-24 SI. No.394Galvanised 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)Sqm294.0294.012.96FalseNoneNoneFalseNoneFalse3810.240
3120399107202None2023-24 CSR, Volume-2, Pg No. 85 SI. No.11.30.1Providing & 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)Sqm957.6957.64.32FalseNoneNoneFalseNoneFalse4136.8320
3120400107202None2023-24 CSR, Volume-2, Pg No. 41 SI. No.8.1.2Providing 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)Sqm253.05253.05262.96FalseNoneNoneFalseNoneFalse66542.0280
3120401107202None2023-24 CSR, Volume-2, Pg No. 50 SI. No.8.51Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (2023-24 CSR, Volume-2, Pg No. 50/ SI. No.8.51)Sqm105.0105.0365.72FalseNoneNoneFalseNoneFalse38400.60
3120402107202None2023-24 CSR, Volume-2, Pg No. 44 SI. No.8.16aProviding 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)Sqm1299.91299.915.06FalseNoneNoneFalseNoneFalse19576.4940
3120403107202None2023-24 CSR, Volume-2, Pg No. 42 SI. No.8.2.2Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :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. 42/ SI. No.8.2.2)Sqm292.95292.95251.93FalseNoneNoneFalseNoneFalse73802.89350
3120404107202None2023-24 CSR, Volume-2, Pg No. 64 SI. No.9.34Flooring 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)Sqm1622.251622.25156.22FalseNoneNoneFalseNoneFalse253427.8950
3120405107202None2023-24 CSR, Volume-2, Pg No. 47 SI. No.8.33.3Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (2023-24 CSR, Volume-2, Pg No. 47/ SI. No.8.33.3)Sqm145.95145.9512.96FalseNoneNoneFalseNoneFalse1891.5120
3120406107202None2023-24 CSR, Volume-2, Pg No. 46 SI. No.8.33.2Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (2023-24 CSR, Volume-2, Pg No. 46/ SI. No.8.33.2)Sqm144.9144.924.19FalseNoneNoneFalseNoneFalse3505.1310
3120407107202None2023-24 CSR, Volume-2, Pg No. 46 SI. No.8.30Finishing 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)Sqm182.7182.7251.93FalseNoneNoneFalseNoneFalse46027.6110
3120408107202None2023-24 CSR, Volume-2, Pg No. 46 SI. No.8.33.1Finishing 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)Sqm165.9165.9365.72FalseNoneNoneFalseNoneFalse60672.9480
3120409107202None2023-24 CSR, Volume-2, Pg No. 125 SI. No.13.47Providing 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)m206.85206.854.0FalseNoneNoneFalseNoneFalse827.40
3120410107202None2023-24 CSR, Volume-2, Pg No. 84 SI. No.11.26.1Providing 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)Kgs144.9144.9135.0FalseNoneNoneFalseNoneFalse19561.50
3120411107202NoneQuotation rateProviding and fixing Green board for class room (Quotation rate)No8500.08500.02.0FalseNoneNoneFalseNoneFalse17000.00
3120412107202None2023-24 CSR, Volume-2, Pg No. 82 SI. No.11.16.1Providing 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)Kgs142.8142.832.5FalseNoneNoneFalseNoneFalse4641.00
3120413107202None2023-24 CSR, Volume-2, Pg No. 26 SI. No.7.38Providing 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)Sqm596.4596.421.0FalseNoneNoneFalseNoneFalse12524.40
3120414107202None2023-24 CSR, Volume-2, Pg No. 77 SI. No.11.30Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (2023-24 CSR, Volume-2, Pg No. 77/ SI. No.11.30)Sqm8689.88689.86.3FalseNoneNoneFalseNoneFalse54745.740
3120415107202NoneAs per Approved rateKKRDB Name BoardNo6000.06000.01.0FalseNoneNoneFalseNoneFalse6000.00
17105742030000NoneNoneBuildingsElectrical Estimate for 2 Class Rooms at MPS Shreemalli59153.1
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3120416107203NonePWD Ele. SR 2023-24, It No. 1.3.2Supplying 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)Mtr80.080.090.0FalseNoneNoneFalseNoneFalse7200.00
3120417107203NonePWD Ele. SR 2023-24, It No. 2.3.3Wiring 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)Mtr40.040.0130.0FalseNoneNoneFalseNoneFalse5200.00
3120418107203NonePWD Ele. SR 2023-24, It No. 2.3.4Wiring 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)Mtr87.087.070.0FalseNoneNoneFalseNoneFalse6090.00
3120419107203NonePWD Ele. SR 2023-24, It No. 3.4.2Supplying 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)Each138.0138.02.0FalseNoneNoneFalseNoneFalse276.00
3120420107203NonePWD Ele. SR 2023-24, It No. 3.6.2Supplying 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)Each175.0175.02.0FalseNoneNoneFalseNoneFalse350.00
3120421107203NonePWD Ele. SR 2023-24, It No. 3.6.1Supplying 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)Each88.088.024.0FalseNoneNoneFalseNoneFalse2112.00
3120422107203NonePWD Ele. SR 2023-24, It No. 3.6.3Supplying 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)Each162.0162.04.0FalseNoneNoneFalseNoneFalse648.00
3120423107203NonePWD Ele. SR 2023-24, It No. 3.6.4Supplying 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)Each313.0313.04.0FalseNoneNoneFalseNoneFalse1252.00
3120424107203NonePWD Ele. SR 2023-24, It No. 3.6.11Supplying 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)Each249.0249.02.0FalseNoneNoneFalseNoneFalse498.00
3120425107203NonePWD Ele. SR 2023-24, It No. 5.17.1Supplying 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)Each523.0523.01.0FalseNoneNoneFalseNoneFalse523.00
3120426107203NonePWD Ele. SR 2023-24, It No. 5.18.7Supplying 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)Each1552.01552.01.0FalseNoneNoneFalseNoneFalse1552.00
3120427107203NonePWD Ele. SR 2023-24, It No. 5.42.2Fabricating 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 CM0.380.3815000.0FalseNoneNoneFalseNoneFalse5700.00
3120428107203NonePWD Ele. SR 2023-24, It No. 6.1Earthing : 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)No2999.72999.71.0FalseNoneNoneFalseNoneFalse2999.70
3120429107203NonePWD Ele. SR 2023-24, It No. 29.02Earth 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)Mtr260.0260.05.0FalseNoneNoneFalseNoneFalse1300.00
3120430107203NonePWD Ele. SR 2023-24, It No. 6.4.4Supplying 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)Mtr150.0150.010.0FalseNoneNoneFalseNoneFalse1500.00
3120431107203NonePWD Ele. SR 2023-24, It No. 6.5.1Labour 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)Mtr11.8811.885.0FalseNoneNoneFalseNoneFalse59.40
3120432107203NonePWD Ele. SR 2023-24, It No. 7.3.1Supplying 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)No2949.02949.04.0FalseNoneNoneFalseNoneFalse11796.00
3120433107203NonePWD Ele. SR 2023-24, It No. 14.9Fixing 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)No281.0281.04.0FalseNoneNoneFalseNoneFalse1124.00
3120434107203NonePWD Ele. SR 2023-24, It No. 11.3.2Supplying 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)No740.0740.011.0FalseNoneNoneFalseNoneFalse8140.00
3120435107203NonePWD Ele. SR 2023-24, It No. 12.3.2Fixing 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)No119.0119.07.0FalseNoneNoneFalseNoneFalse833.00
17105742030000NoneNoneBuildingsDetailed Estimate of 2 Class Rooms at MPS Bolegaon2645881.62
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3120436107204None2023-24 CSR, Volume-1, Pg No. 8 SI. No.1.12Earth 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 (2023-24 CSR, Volume-1, Pg No. 8/ SI. No.1.12)Cum99.7599.7522.18FalseNoneNoneFalseNoneFalse2212.4550
3120437107204None2023-24 CSR, Volume-1, Pg No. 8 SI. No.1.14.1Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (2023-24 CSR, Volume-1, Pg No. 8/ SI. No.1.14.1)Cum107.1107.165.84FalseNoneNoneFalseNoneFalse7051.4640
3120438107204None2023-24 CSR, Volume-1, Pg No. 15 SI. No.2.1.3Providing 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 (2023-24 CSR, Volume-1, Pg No. 15/ SI. No.2.1.3)Cum6288.456288.458.8FalseNoneNoneFalseNoneFalse55338.360
3120439107204None2023-24 CSR, Volume-2, Pg No. 9 SI. No.5.3Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (2023-24 CSR, Volume-2, Pg No. 9/ SI. No.5.3)Cum6515.256515.2511.42FalseNoneNoneFalseNoneFalse74404.1550
3120440107204None2023-24 CSR, Volume-2, Pg No. 9 SI. No.5.6Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Basement in CM 1:6. (2023-24 CSR, Volume-2, Pg No. 9/ SI. No.5.6)Cum6770.46770.416.51FalseNoneNoneFalseNoneFalse111779.3040
3120441107204None2023-24 CSR, Volume-1, Pg No. 15 SI. No.2.2.1Providing 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 (2023-24 CSR, Volume-1, Pg No. 15/ SI. No.2.2.1)Cum6601.356601.3514.73FalseNoneNoneFalseNoneFalse97237.88550
3120442107204None2023-24 CSR, Volume-1, Pg No. 29 SI. No.1aFormwark for Footings Isolated @ 8% (2023-24 CSR, Volume-1, Pg No. 29/ SI. No.1a)Cum528.11528.1114.73FalseNoneNoneFalseNoneFalse7779.06030
3120443107204None2023-24 CSR, Volume-1, Pg No. 16 SI. No.2.4.2Providing 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 (2023-24 CSR, Volume-1, Pg No. 16/ SI. No.2.4.2)Cum6639.156639.158.13FalseNoneNoneFalseNoneFalse53976.28950
3120444107204None2023-24 CSR, Volume-1, Pg No. 29 SI. No.7Formwark for Columns @ 70% (2023-24 CSR, Volume-1, Pg No. 29/ SI. No.7)Cum4647.414647.413.13FalseNoneNoneFalseNoneFalse14546.39330
3120445107204None2023-24 CSR, Volume-1, Pg No. 29 SI. No.1aFormwark for Plinth beams of Buildings @ 50% (2023-24 CSR, Volume-1, Pg No. 29/ SI. No.1a)Cum3319.583319.585.01FalseNoneNoneFalseNoneFalse16631.09580
3120446107204None2023-24 CSR, Volume-1, Pg No. 7 SI. No.1.9Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (2023-24 CSR, Volume-1, Pg No. 7/ SI. No.1.9)Cum279.3279.399.26FalseNoneNoneFalseNoneFalse27723.3180
3120447107204None2023-24 CSR, Volume-1, Pg No. 16 SI. No.2.5.1Providing 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 (2023-24 CSR, Volume-1, Pg No. 16/ SI. No.2.5.1)Cum6961.56961.537.4FalseNoneNoneFalseNoneFalse260360.10
3120448107204None2023-24 CSR, Volume-1, Pg No. 29 SI. No.7Formwark for Columns @ 70% (2023-24 CSR, Volume-1, Pg No. 29/ SI. No.7)Cum4873.054873.056.71FalseNoneNoneFalseNoneFalse32698.16550
3120449107204None2023-24 CSR, Volume-1, Pg No. 30 SI. No.12Formwark for Beams & Lintels of Building @ 60% (2023-24 CSR, Volume-1, Pg No. 30/ SI. No.12)Cum4176.94176.98.46FalseNoneNoneFalseNoneFalse35336.5740
3120450107204None2023-24 CSR, Volume-1, Pg No. 30 SI. No.13Formwark for Roof Slab of Building @ 50% (2023-24 CSR, Volume-1, Pg No. 30/ SI. No.13)Cum3480.753480.7522.06FalseNoneNoneFalseNoneFalse76785.3450
3120451107204None2023-24 CSR, Volume-1, Pg No. 30 SI. No.17Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (2023-24 CSR, Volume-1, Pg No. 30/ SI. No.17)Cum3132.683132.680.2FalseNoneNoneFalseNoneFalse626.5360
3120452107204None2023-24 CSR, Volume-1, Pg No. 16 SI. No.2.4.1Providing 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 (2023-24 CSR, Volume-1, Pg No. 16/ SI. No.2.4.1)Cum6724.26724.213.89FalseNoneNoneFalseNoneFalse93399.1380
3120453107204None2023-24 CSR, Volume-1, Pg No. 18 SI. No.2.11aSupplying, 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 (2023-24 CSR, Volume-1, Pg No. 18/ SI. No.2.11a)Tonne93929.8593929.855.16FalseNoneNoneFalseNoneFalse484678.0260
3120454107204None2023-24 CSR, Volume-2, Pg No. 14 SI. No.6.8Providing 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.(2023-24 CSR, Volume-2, Pg No. 14/ SI. No.6.8)Cum8367.458367.4541.8FalseNoneNoneFalseNoneFalse349759.410
3120455107204None2023-24 CSR, Volume-2, Pg No. 99 SI. No.12.12Providing 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 CSR, Volume-2, Pg No. 99/ SI. No.12.12)Cum130412.1130412.10.19FalseNoneNoneFalseNoneFalse24778.2990
3120456107204None2023-24 CSR, Volume-2, Pg No. 104 SI. No.12.51Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. (2023-24 CSR, Volume-2, Pg No. 104/ SI. No.12.51)Nos1066.81066.83.0FalseNoneNoneFalseNoneFalse3200.40
3120457107204None2023-24 CSR, Volume-2, Pg No. 100 SI. No.12.16Providing 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)Sqm7241.857241.857.56FalseNoneNoneFalseNoneFalse54748.3860
3120458107204None2023-24 CSR, Volume-2, Pg No. 86 SI. No.11.31Providing 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)Kg120.75120.75233.28FalseNoneNoneFalseNoneFalse28168.560
3120459107204NoneCSR 23-24 Volume-2, Pg No. 108-109 SI. No.12.84Providing & fxing of 2-track x 2-panel sliding windows made out of multichambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at6 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)Sqm5274.155274.158.64FalseNoneNoneFalseNoneFalse45568.6560
3120460107204None2023-24 CSR, Volume-2, M C Pg No. A-24 SI. No.394Galvanised 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)Sqm294.0294.012.96FalseNoneNoneFalseNoneFalse3810.240
3120461107204None2023-24 CSR, Volume-2, Pg No. 85 SI. No.11.30.1Providing & 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)Sqm957.6957.64.32FalseNoneNoneFalseNoneFalse4136.8320
3120462107204None2023-24 CSR, Volume-2, Pg No. 41 SI. No.8.1.2Providing 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)Sqm253.05253.05262.96FalseNoneNoneFalseNoneFalse66542.0280
3120463107204None2023-24 CSR, Volume-2, Pg No. 50 SI. No.8.51Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (2023-24 CSR, Volume-2, Pg No. 50/ SI. No.8.51)Sqm105.0105.0365.72FalseNoneNoneFalseNoneFalse38400.60
3120464107204None2023-24 CSR, Volume-2, Pg No. 44 SI. No.8.16aProviding 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)Sqm1299.91299.915.06FalseNoneNoneFalseNoneFalse19576.4940
3120465107204None2023-24 CSR, Volume-2, Pg No. 42 SI. No.8.2.2Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :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. 42/ SI. No.8.2.2)Sqm292.95292.95251.93FalseNoneNoneFalseNoneFalse73802.89350
3120466107204None2023-24 CSR, Volume-2, Pg No. 64 SI. No.9.34Flooring 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)Sqm1622.251622.25156.22FalseNoneNoneFalseNoneFalse253427.8950
3120467107204None2023-24 CSR, Volume-2, Pg No. 47 SI. No.8.33.3Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (2023-24 CSR, Volume-2, Pg No. 47/ SI. No.8.33.3)Sqm145.95145.9512.96FalseNoneNoneFalseNoneFalse1891.5120
3120468107204None2023-24 CSR, Volume-2, Pg No. 46 SI. No.8.33.2Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (2023-24 CSR, Volume-2, Pg No. 46/ SI. No.8.33.2)Sqm144.9144.924.19FalseNoneNoneFalseNoneFalse3505.1310
3120469107204None2023-24 CSR, Volume-2, Pg No. 46 SI. No.8.30Finishing 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)Sqm182.7182.7251.93FalseNoneNoneFalseNoneFalse46027.6110
3120470107204None2023-24 CSR, Volume-2, Pg No. 46 SI. No.8.33.1Finishing 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)Sqm165.9165.9365.72FalseNoneNoneFalseNoneFalse60672.9480
3120471107204None2023-24 CSR, Volume-2, Pg No. 125 SI. No.13.47Providing 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)m206.85206.854.0FalseNoneNoneFalseNoneFalse827.40
3120472107204None2023-24 CSR, Volume-2, Pg No. 84 SI. No.11.26.1Providing 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)Kgs144.9144.9135.0FalseNoneNoneFalseNoneFalse19561.50
3120473107204NoneQuotation rateProviding and fixing Green board for class room (Quotation rate)No8500.08500.02.0FalseNoneNoneFalseNoneFalse17000.00
3120474107204None2023-24 CSR, Volume-2, Pg No. 82 SI. No.11.16.1Providing 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)Kgs142.8142.832.5FalseNoneNoneFalseNoneFalse4641.00
3120475107204None2023-24 CSR, Volume-2, Pg No. 26 SI. No.7.38Providing 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)Sqm596.4596.421.0FalseNoneNoneFalseNoneFalse12524.40
3120476107204None2023-24 CSR, Volume-2, Pg No. 77 SI. No.11.30Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (2023-24 CSR, Volume-2, Pg No. 77/ SI. No.11.30)Sqm8689.88689.86.3FalseNoneNoneFalseNoneFalse54745.740
3120477107204NoneAs per Approved rateKKRDB Name BoardNo6000.06000.01.0FalseNoneNoneFalseNoneFalse6000.00
17105742030000NoneNoneBuildingsElectrical Estimate for 2 Class Rooms at MPS Bolegaon59153.1
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3120478107205NonePWD Ele. SR 2023-24, It No. 1.3.2Supplying 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)Mtr80.080.090.0FalseNoneNoneFalseNoneFalse7200.00
3120479107205NonePWD Ele. SR 2023-24, It No. 2.3.3Wiring 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)Mtr40.040.0130.0FalseNoneNoneFalseNoneFalse5200.00
3120480107205NonePWD Ele. SR 2023-24, It No. 2.3.4Wiring 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)Mtr87.087.070.0FalseNoneNoneFalseNoneFalse6090.00
3120481107205NonePWD Ele. SR 2023-24, It No. 3.4.2Supplying 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)Each138.0138.02.0FalseNoneNoneFalseNoneFalse276.00
3120482107205NonePWD Ele. SR 2023-24, It No. 3.6.2Supplying 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)Each175.0175.02.0FalseNoneNoneFalseNoneFalse350.00
3120483107205NonePWD Ele. SR 2023-24, It No. 3.6.1Supplying 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)Each88.088.024.0FalseNoneNoneFalseNoneFalse2112.00
3120484107205NonePWD Ele. SR 2023-24, It No. 3.6.3Supplying 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)Each162.0162.04.0FalseNoneNoneFalseNoneFalse648.00
3120485107205NonePWD Ele. SR 2023-24, It No. 3.6.4Supplying 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)Each313.0313.04.0FalseNoneNoneFalseNoneFalse1252.00
3120486107205NonePWD Ele. SR 2023-24, It No. 3.6.11Supplying 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)Each249.0249.02.0FalseNoneNoneFalseNoneFalse498.00
3120487107205NonePWD Ele. SR 2023-24, It No. 5.17.1Supplying 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)Each523.0523.01.0FalseNoneNoneFalseNoneFalse523.00
3120488107205NonePWD Ele. SR 2023-24, It No. 5.18.7Supplying 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)Each1552.01552.01.0FalseNoneNoneFalseNoneFalse1552.00
3120489107205NonePWD Ele. SR 2023-24, It No. 5.42.2Fabricating 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 CM0.380.3815000.0FalseNoneNoneFalseNoneFalse5700.00
3120490107205NonePWD Ele. SR 2023-24, It No. 6.1Earthing : 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)No2999.72999.71.0FalseNoneNoneFalseNoneFalse2999.70
3120491107205NonePWD Ele. SR 2023-24, It No. 29.02Earth 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)Mtr260.0260.05.0FalseNoneNoneFalseNoneFalse1300.00
3120492107205NonePWD Ele. SR 2023-24, It No. 6.4.4Supplying 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)Mtr150.0150.010.0FalseNoneNoneFalseNoneFalse1500.00
3120493107205NonePWD Ele. SR 2023-24, It No. 6.5.1Labour 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)Mtr11.8811.885.0FalseNoneNoneFalseNoneFalse59.40
3120494107205NonePWD Ele. SR 2023-24, It No. 7.3.1Supplying 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)No2949.02949.04.0FalseNoneNoneFalseNoneFalse11796.00
3120495107205NonePWD Ele. SR 2023-24, It No. 14.9Fixing 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)No281.0281.04.0FalseNoneNoneFalseNoneFalse1124.00
3120496107205NonePWD Ele. SR 2023-24, It No. 11.3.2Supplying 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)No740.0740.011.0FalseNoneNoneFalseNoneFalse8140.00
3120497107205NonePWD Ele. SR 2023-24, It No. 12.3.2Fixing 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)No119.0119.07.0FalseNoneNoneFalseNoneFalse833.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17105742040000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17105742040000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17105742040000NoneNoneELIGIBILITYBidders 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
17105742140000NoneNoneELIGIBILITYThe 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. 2,15,073/- through e-payment or the Earnest Money Deposit shall be in two parts. Part(1): Rs. 1,00,000/- by e-payment, Part-(2): Rs: 1,15,073/- 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 DivisionNone
17105742240000NoneNoneELIGIBILITYPeriod for completion of this work is 09(Nine) months including MonsoonNone
17105742340000NoneNoneELIGIBILITYPart (2) Rs. 1,15,073/- 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 Divn. Bidar, payable at Bidar or cash or specified Small Savings Instruments pledged to the Executive Engineer, PWD.Division, Bidar or Bank Guarantee in the prescribed format obtained form any Nationaled / Scheduled Banks.None
17105742420001NoneNoneELIGIBILITYTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2019-20 ,2020-21 2021-22 ,2022-23 and 2023-24 (a) achieved in at least two financial years a minimum financial turn over (in all cases of civil engineering construction works only) Rs. 286.76 Lakhs/- Turnover certificate must have UDI number, otherwise it will not be considered for further bid evaluationNone
17105742530000NoneNoneELIGIBILITYLiquid Assets and/or availability of credit facilities of not less than Rs. 47.80 Lakhs (Credit Lines/Letter of Credit/Certificates from the Banks for meeting the fund requirement etcNone
17105742640001NoneNoneELIGIBILITYTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20 ,2020-21 2021-22 ,2022-23 and 2023-24 (b) satisfactorily completed as prime contractor, at least one similar work such as Construction of building of value not less than Rs 71.70 Lakhs/-None
17105742730003NoneNoneELIGIBILITYTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20 ,2020-21 2021-22 ,2022-23 and 2023-24 (c) executed in any one year, the following minimum quantities of work (1) EWE: 823.00 cum (2) RCC/PCC: 349.71 cum (3) RRM/BBM: 277.86 cum (4) Plastering: 2158.00 cum (5) Flooring: 562.72 sqm (6) TMT Steel: 22.88 Tonne (7) Electrical: 3.28 LakhsNone
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneTenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one yearNoneNone
NoneNoneNoneNoneTenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one yearNoneNone
NoneNoneNoneNoneOwning the following key and critical equipment for this work (xxxx, xxxx, xxxx)NoneNone
NoneNoneNoneNoneBanker Details for referenceNoneNone
NoneNoneNoneNoneConstruction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awardedNoneNone
NoneNoneNoneNoneTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20 ,2020-21 2021-22 ,2022-23 and 2023-24 (b) satisfactorily completed as prime contractor, at least Construction of Building of value not less than Rs 71.70 Lakhs/-Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20 ,2020-21 2021-22 ,2022-23 and 2023-24 (c) executed in any one year, the following minimum quantities of work (1) EWE: 823.00 cum (2) RCC/PCC: 349.71 cum (3) RRM/BBM: 277.86 cum (4) Plastering: 2158.00 cum (5) Flooring: 562.72 sqm (6) TMT Steel: 22.88 Tonne (7) Electrical: 3.28 LakhsPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneList of existing commitments and ongoing worksPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- List of existing commitments and ongoing works
NoneNoneNoneNoneList of works for which tenders already submittedPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- List of works for which tenders already submitted
NoneNoneNoneNoneTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20 ,2020-21 2021-22 ,2022-23 and 2023-24 (c) executed in any one year, the following minimum quantities of work (1) EWE: 823.00 cum (2) RCC/PCC: 349.71 cum (3) RRM/BBM: 277.86 cum (4) Plastering: 2158.00 cum (5) Flooring: 562.72 sqm (6) TMT Steel: 22.88 Tonne (7) Electrical: 3.28 LakhsPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20 ,2020-21 2021-22 ,2022-23 and 2023-24 (b) satisfactorily completed as prime contractor, at least one similar work such as Construction of building of value not less than Rs 71.70 Lakhs/-Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneTo 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. 286.76Lakhs/- Turnover certificate must have UDI number, otherwise it will not be considered for further bid evaluation.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneLiquid Assets and/or availability of credit facilities of not less than Rs. 47.80 Lakhs (Credit Lines/Letter of Credit/Certificates from the Banks for meeting the fund requirement etc.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneTotal value of civl engineering works executed and payments received in the last five years (year-wise)Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneITR Filed Copy (Mentioning PAN)
NoneNoneNoneNoneReports on the financial standing of the tenderer, such as profit and loss statements and auditors reports for the last five yearsFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneITR Filed Copy (Mentioning PAN)
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateTrueTechnical Bid
Company Registration CertificateTrueTechnical Bid
Work Done CertificateTrueTechnical Bid
Line of CreditTrueTechnical Bid
Other DocumentsFalseTechnical Bid
tenderWorkLocationList
tenderAddress
createdTs1716357182000
version0
createdDateNone
modifiedDateNone
blockNumberPWD Division office
streetNone
cityBidar
stateKarnataka
pin585401
tenderRecallDTONone