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publishedDate02-03-2024 18:13:30
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titleConstruction of Road, Drain, Pour Karmikas Rest House, Toilet and Pipeline Works in Town Municipal Council MUGALKHOD limits of Belagavi District under Chief Minister Amrut Nagarothana (Municipality) Phase-4 Project (24.10, 7.25 & 5).
descriptionConstruction of Road, Drain, Pour Karmikas Rest House, Toilet and Pipeline Works in Town Municipal Council MUGALKHOD limits of Belagavi District under Chief Minister Amrut Nagarothana (Municipality) Phase-4 Project (24.10, 7.25 & 5).
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location2213
locationNameDMA District Urban Development Cell Belagavi
provisionalAmount16836000.0
groupOverheadTotal2599590.89
fileNumberBGM/DUDC/5/CR/25/2021-22/09
tenderSubEstimateList
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17090301670000NoneNoneOther Worksonstruction of Road, Drain, Pour Karmikas Rest House, Toilet and Pipeline Works in Town Municipal Council MUGALKHOD limits of Belagavi District under Chief Minister Amrut Nagarothana (Municipality) Phase-4 Project (24.10, 7.25 & 5).14236409.11
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
282430891302NoneI No.1Clearing and Grubbing Road Land.Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materialto be used or auctioned, including removal and disposal of toporganic soil not exceeding 150 mm in thickness.By Mechanical Means using Motor Grader- In area of light jungle(PWD CSR 2021-22 vol-3 P.No 7 I.No 2.6 (iii)Aha146982.15146982.150.04FalseNoneNoneFalseNoneFalse5879.2860
282430991302NoneI No.2Mechanical Means: Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth PWD Common DSR 2021-22 Volume 1 (P No: 8 I.No:1.12)Cum68.2568.2590.0FalseNoneNoneFalseNoneFalse6142.50
282431091302NoneI No.3Construction of Embankment Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.(PWD CSR 2021-22 vol-1 P.No 7 I.No 1.8Cum422.1422.1120.0FalseNoneNoneFalseNoneFalse50652.00
282431191302NoneI No.4Construction of Subgrade and Earthen Shoulders: Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 PWD Common DSR 2021-22 Volume 3 (P No: 15 I.No:3.6)Cum433.65433.6565.7FalseNoneNoneFalseNoneFalse28490.8050
282431291302NoneI No.5Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material PWD Common DSR 2021-22 Volume 3 (P No: 19 I.No: 4.1.B.(v)Cum2345.72345.760.0FalseNoneNoneFalseNoneFalse140742.00
282431391302NoneI No.6Wet Mix Macadam (Plant mix method): Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. PWD Common DSR 2021-22 Volume 3 (P No: 24 I.No: 4.27.A)Cum2513.72513.795.76FalseNoneNoneFalseNoneFalse240711.9120
282431491302NoneI No.7Prime Coat over WMM/WBM : Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. PWD Common DSR 2021-22 Volume 3 (P No: 29 I.No:5.1.A)Sqm44.144.11533.0FalseNoneNoneFalseNoneFalse67605.30
282431591302NoneI No.8Tack coat on Granular surface treated with primer Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom(PWD CSR 2021-22 vol-3 P.No 145 I.No 21-A (4))Sqm15.7515.751533.0FalseNoneNoneFalseNoneFalse24144.750
282431691302NoneI No.9Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (PWD CSR 2021-22 vol-3 P.No 31 I.No 5.8 (ii) C)Cum7736.47736.476.65FalseNoneNoneFalseNoneFalse592995.060
282431791302NoneI No.10Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (PWD CSR 2021-22 vol-3 P.No 145 I.No 21-A (1))Cum10233.310233.330.66FalseNoneNoneFalseNoneFalse313752.9780
282431891302NoneI No.11Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface : Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. PWD Common DSR 2021-22 Volume 3 (P No: 57 I.No:8.15 )Sqm501.9501.987.6FalseNoneNoneFalseNoneFalse43966.440
282431991302NoneI No.12Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 PWD Common DSR 2021-22 Volume 3 (P No:151 I.No:21-C.4 )No9450.09450.01.0FalseNoneNoneFalseNoneFalse9450.00
282432091302NoneI No.13Clearing and Grubbing Road Land.Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materialto be used or auctioned, including removal and disposal of toporganic soil not exceeding 150 mm in thickness.By Mechanical Means using Motor Grader- In area of light jungle(PWD CSR 2021-22 vol-3 P.No 7 I.No 2.6 (iii)Aha146982.15146982.150.0553FalseNoneNoneFalseNoneFalse8128.1128950
282432191302NoneI No.14Mechanical Means: Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth PWD Common DSR 2021-22 Volume 1 (P No: 8 I.No:1.12)Cum68.2568.2553.55FalseNoneNoneFalseNoneFalse3654.78750
282432291302NoneI No.15Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material PWD Common DSR 2021-22 Volume 3 (P No: 19 I.No: 4.1.B.(v)Cum2345.72345.721.25FalseNoneNoneFalseNoneFalse49846.1250
282432391302NoneI No.16KSRB 9.32 Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and HOM of machineries complete as per specifications. Specification No. KBS PWD Common DSR 2021-22 Volume 3 (P No:64 vol-2 I.No:9.32 - )Sqm1141.351141.35980.5FalseNoneNoneFalseNoneFalse1119093.6750
282432491302NoneI No.17Providing and laying in position Reinforced cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesfor all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)Cum6230.76230.76.11FalseNoneNoneFalseNoneFalse38069.5770
282432591302NoneI No.18Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 PWD Common DSR 2021-22 Volume 3 (P No:151 I.No:21-C.4 )No9450.09450.01.0FalseNoneNoneFalseNoneFalse9450.00
282432691302NoneI No.19Earth 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 3m (P No.8/I No.1.14 Vol-1)Cum76.6576.65553.44FalseNoneNoneFalseNoneFalse42421.1760
282432791302NoneI No.20Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing,and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates (P No.15/I No.2.1.2 Vol-1)Cum5466.35466.362.48FalseNoneNoneFalseNoneFalse341534.4240
282432891302NoneI No.21Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (PWD CSR 2021-22 VOL-3 P.NO. 71 I.NO 9.3)Tonne75268.275268.27.5367FalseNoneNoneFalseNoneFalse567273.842940
282432991302NoneI No.22Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators,providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR 2021-22 VOL-1 P.NO. 16 I.NO 2.3.1)Cum9399.69399.6144.252FalseNoneNoneFalseNoneFalse1355911.09920
282433091302NoneI No.23Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications (PWD CSR 2021-22 P No.7/I No.1.10 Vol-1)Cum128.1128.1122.74FalseNoneNoneFalseNoneFalse15722.9940
282433191302NoneI No.24Cutting Cement Concrete Road surface by Machine cutting to demarcate the trench width of the surface.Cum998.55998.5580.1FalseNoneNoneFalseNoneFalse79983.8550
282433291302NoneI No.25Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 mCum203.7203.7160.2FalseNoneNoneFalseNoneFalse32632.740
282433391302NoneI No.26Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 6 Kg/m2 90mm(weight of pipe -1.313 kg)m371.76371.76890.0FalseNoneNoneFalseNoneFalse330866.40
282433491302NoneI No.27Supply and delivery at site special moulded variety PVC service saddles as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 90 mm dia PVC SERVICE SADDLESEach231.0231.0100.0FalseNoneNoneFalseNoneFalse23100.00
282433591302NoneI No.28Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Heavy Duty GI pipe : Medium Duty GI pipe of 20mm diam336.67336.67170.0FalseNoneNoneFalseNoneFalse57233.90
282433691302NoneI No.29Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for: For 20 mm dia GI elbowEach85.0585.05100.0FalseNoneNoneFalseNoneFalse8505.00
282433791302NoneI No.30Cutting and threading G.I. pipes for pump fitting, public fountains with appurtenances., where the length of pipe laid is less than 6 metresEach90.390.3200.0FalseNoneNoneFalseNoneFalse18060.00
282433891302NoneI No.31Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specificationsCum128.1128.1160.2FalseNoneNoneFalseNoneFalse20521.620
282433991302NoneI No.32Providing and laying in position Reinforced cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesfor all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)Cum6230.76230.740.05FalseNoneNoneFalseNoneFalse249539.5350
282434091302NoneI No.33Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 PWD Common DSR 2021-22 Volume 3 (P No:151 I.No:21-C.4 )No9450.09450.02.0FalseNoneNoneFalseNoneFalse18900.00
282434191302NoneI No.34Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For ColumnsCum10652.8810652.881.9562FalseNoneNoneFalseNoneFalse20839.1638560
282434291302NoneI No.35Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For Beams and LintelsCum10026.2410026.2410.7316FalseNoneNoneFalseNoneFalse107597.5971840
282434391302NoneI No.36Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Roof SlabsCum9399.69399.613.752FalseNoneNoneFalseNoneFalse129263.29920
282434491302NoneI No.37Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.Tonne75268.275268.22.703FalseNoneNoneFalseNoneFalse203449.94460
282434591302NoneI No.38Providing 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 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.Cum7295.47295.421.6228FalseNoneNoneFalseNoneFalse157746.975120
282434691302NoneI No.39Providing 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.Cum79111.279111.20.7296FalseNoneNoneFalseNoneFalse57719.531520
282434791302NoneI No.40Fixing 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, omplete as per specifications.Nos.1555.051555.052.0FalseNoneNoneFalseNoneFalse3110.10
282434891302NoneI No.41Fixing of window 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 debries with lead upto 50 m. including cost of materials, labour charges, completeas per specifications.Nos.1057.351057.358.0FalseNoneNoneFalseNoneFalse8458.80
282434991302NoneI No.42Providing and fixing in position fully panelled Matti/Nandi wood shutters for doors with, stiles and rails of 35mm. 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 )Sqm4227.34227.34.0FalseNoneNoneFalseNoneFalse16909.20
282435091302NoneI No.43Providing and fixing in position fully glazed shutters for ventilators side hung or central pivoted with Mathi/Nandi wood stiles and rails of 30mm thick 50mm wide and central divider of 30mm. wide, 3mm thick reeded glass fixed with wooden beading of size 10mm wide flushed to the thickness of the frame including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures)Sqm4181.14181.17.92FalseNoneNoneFalseNoneFalse33114.3120
282435191302NoneI No.44Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.Kg113.4113.4144.0FalseNoneNoneFalseNoneFalse16329.60
282435291302NoneI No.45Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.Sqm223.65223.65178.606FalseNoneNoneFalseNoneFalse39945.23190
282435391302NoneI No.46Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary 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-chargeSqm313.95313.95140.606FalseNoneNoneFalseNoneFalse44143.25370
282435491302NoneI No.47Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mmSqm1141.351141.3592.4FalseNoneNoneFalseNoneFalse105460.740
282435591302NoneI No.48Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sqm110.25110.2582.362FalseNoneNoneFalseNoneFalse9080.41050
282435691302NoneI No.49Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sqm142.8142.8149.466FalseNoneNoneFalseNoneFalse21343.74480
282435791302NoneI No.50Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-chargeSqm136.5136.514.22FalseNoneNoneFalseNoneFalse1941.030
282435891302NoneI No.51Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc 100x58x1.9mmNos.31.531.56.0FalseNoneNoneFalseNoneFalse189.00
282435991302NoneI No.52Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 100mmEach25.225.24.0FalseNoneNoneFalseNoneFalse100.80
282436091302NoneI No.53Providing and fixing aluminium tower bolts, ISI marked, anodised (an odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. completeNos.116.55116.554.0FalseNoneNoneFalseNoneFalse466.20
282436191302NoneI No.54Supplying heavy gauge PVC Conduit Pipe 20 dia 2 mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.Mtr75.075.050.0FalseNoneNoneFalseNoneFalse3750.00
282436291302NoneI No.55Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm 2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto 3m from tapping point to out let via switch boxPoint251.0251.012.0FalseNoneNoneFalseNoneFalse3012.00
282436391302NoneI No.56Supplying and flush mounting teak wooden box without front plank, made of not less than 12 mm thick wood, after due groove cutting, finishing with necessary cement plastering complete. 12" x 12" x 3" (300 x 300 x 76 mm)Each102.0102.03.0FalseNoneNoneFalseNoneFalse306.00
282436491302NoneI No.57Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board. 6A Lamp HolderEach63.063.012.0FalseNoneNoneFalseNoneFalse756.00
282436591302NoneI No.581.1 kV Class HR (Heat Resistant) PVC Insulated & Sheathed Aluminium Single Core Lead wires as per IS-694: 2010 PVC Wire - 2.5 Sqmm Weight per 100 Mtr Coil: 1.8 KgCoil1606.01606.01.0FalseNoneNoneFalseNoneFalse1606.00
282436691302NoneI No.59Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 16 AmpsNo125.0125.01.0FalseNoneNoneFalseNoneFalse125.00
282436791302NoneI No.60Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32A DP SwitchNo375.0375.01.0FalseNoneNoneFalseNoneFalse375.00
282436891302NoneI No.61Supplying and fixing of Modular MCB Devices (Tripper) With Breaking capacity of 6k A.16 - 32 A SPNo190.0190.01.0FalseNoneNoneFalseNoneFalse190.00
282436991302NoneI No.62Supplying and flush mounting teak wooden box without front plank, made of not less than 12 mm thick wood, after due groove cutting, finishing with necessary cement plastering complete.1 to 2 WayEach38.038.02.0FalseNoneNoneFalseNoneFalse76.00
282437091302NoneI No.63GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long,3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 KgNo.770.0770.01.0FalseNoneNoneFalseNoneFalse770.00
282437191302NoneI No.64Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg eachNo.660.0660.01.0FalseNoneNoneFalseNoneFalse660.00
282437291302NoneI No.65Good Quality Salt for grounding purposes packed in 50 Kg gunny bagSqm303.0303.01.0FalseNoneNoneFalseNoneFalse303.00
282437391302NoneI No.66Digging of Pit for providing GI Pipe type Earthing LABOUR RATE Ordinary soilPer Pit578.0578.01.0FalseNoneNoneFalseNoneFalse578.00
282437491302NoneI No.678 SWG GI Wire MT - PER KG (4.064 mm Dia), Std Wt: 125 Kg/KMPer Kg77850.077850.00.02FalseNoneNoneFalseNoneFalse1557.00
282437591302NoneI No.68Brass Cable Gland 25mmNo.77.077.02.0FalseNoneNoneFalseNoneFalse154.00
282437691302NoneI No.69Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges,handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. Complete.63mm dia 4 Kg/m2Mtr160.08160.0815.0FalseNoneNoneFalseNoneFalse2401.20
282437791302NoneI No.70Clearing and Grubbing Road Land.Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materialto be used or auctioned, including removal and disposal of toporganic soil not exceeding 150 mm in thickness.By Mechanical Means using Motor Grader- In area of light jungle(PWD CSR 2021-22 vol-3 P.No 7 I.No 2.6 (iii)Aha146982.15146982.150.0646FalseNoneNoneFalseNoneFalse9495.046890
282437891302NoneI No.71Mechanical Means: Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth PWD Common DSR 2021-22 Volume 1 (P No: 8 I.No:1.12)Cum68.2568.2543.08FalseNoneNoneFalseNoneFalse2940.210
282437991302NoneI No.72Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material PWD Common DSR 2021-22 Volume 3 (P No: 19 I.No: 4.1.B.(v)Cum2345.72345.7107.7FalseNoneNoneFalseNoneFalse252631.890
282438091302NoneI No.73KSRB 9.32 Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and HOM of machineries complete as per specifications. Specification No. KBS PWD Common DSR 2021-22 Volume 3 (P No:64 vol-2 I.No:9.32 - )Sqm1141.351141.351077.0FalseNoneNoneFalseNoneFalse1229233.950
282438191302NoneI No.74Providing and laying in position Reinforced cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesfor all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)Cum6240.156240.159.906FalseNoneNoneFalseNoneFalse61814.92590
282438291302NoneI No.75Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 PWD Common DSR 2021-22 Volume 3 (P No:151 I.No:21-C.4 )No9450.09450.01.0FalseNoneNoneFalseNoneFalse9450.00
282438391302NoneI No.76Clearing and Grubbing Road Land.Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materialto be used or auctioned, including removal and disposal of toporganic soil not exceeding 150 mm in thickness.By Mechanical Means using Motor Grader- In area of light jungle(PWD CSR 2021-22 vol-3 P.No 7 I.No 2.6 (iii)Aha146982.15146982.150.137FalseNoneNoneFalseNoneFalse20136.554550
282438491302NoneI No.77Compacting original ground supporting embankment: Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. PWD Common DSR 2021-22 Volume 3 (P No: 15 I.No:3.7 )Cum91.3591.35224.7FalseNoneNoneFalseNoneFalse20526.3450
282438591302NoneI No.78Construction of Embankment Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.(PWD CSR 2021-22 vol-1 P.No 7 I.No 1.8Cum422.1422.1337.05FalseNoneNoneFalseNoneFalse142268.8050
282438691302NoneI No.79Construction of Subgrade and Earthen Shoulders: Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 PWD Common DSR 2021-22 Volume 3 (P No: 15 I.No:3.6)Cum433.65433.6596.3FalseNoneNoneFalseNoneFalse41760.4950
282438791302NoneI No.80Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material PWD Common DSR 2021-22 Volume 3 (P No: 19 I.No: 4.1.B.(v)Cum2345.72345.7144.45FalseNoneNoneFalseNoneFalse338836.3650
282438891302NoneI No.81Wet Mix Macadam (Plant mix method): Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. PWD Common DSR 2021-22 Volume 3 (P No: 24 I.No: 4.27.A)Cum2513.72513.7144.45FalseNoneNoneFalseNoneFalse363103.9650
282438991302NoneI No.82Prime Coat over WMM/WBM : Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. PWD Common DSR 2021-22 Volume 3 (P No: 29 I.No:5.1.A)Sqm44.144.11926.0FalseNoneNoneFalseNoneFalse84936.60
282439091302NoneI No.83Tack coat on Granular surface treated with primer Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom(PWD CSR 2021-22 vol-3 P.No 145 I.No 21-A (4))Sqm15.7515.751926.0FalseNoneNoneFalseNoneFalse30334.50
282439191302NoneI No.84Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (PWD CSR 2021-22 vol-3 P.No 145 I.No 21-A (1))Cum10233.310233.343.77FalseNoneNoneFalseNoneFalse447911.5410
282439291302NoneI No.85Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface : Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. PWD Common DSR 2021-22 Volume 3 (P No: 57 I.No:8.15 )Sqm501.9501.9128.4FalseNoneNoneFalseNoneFalse64443.960
282439391302NoneI No.86Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 PWD Common DSR 2021-22 Volume 3 (P No:151 I.No:21-C.4 )No9450.09450.01.0FalseNoneNoneFalseNoneFalse9450.00
282439491302NoneI No.87Clearing and Grubbing Road Land.Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materialto be used or auctioned, including removal and disposal of toporganic soil not exceeding 150 mm in thickness.By Mechanical Means using Motor Grader- In area of light jungle(PWD CSR 2021-22 vol-3 P.No 7 I.No 2.6 (iii)Aha146982.15146982.150.0311FalseNoneNoneFalseNoneFalse4571.1448650
282439591302NoneI No.88Compacting original ground supporting embankment: Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. PWD Common DSR 2021-22 Volume 3 (P No: 15 I.No:3.7 )Cum91.3591.3590.65FalseNoneNoneFalseNoneFalse8280.87750
282439691302NoneI No.89Construction of Embankment Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.(PWD CSR 2021-22 vol-1 P.No 7 I.No 1.8Cum422.1422.1310.8FalseNoneNoneFalseNoneFalse131188.680
282439791302NoneI No.90Construction of Subgrade and Earthen Shoulders: Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 PWD Common DSR 2021-22 Volume 3 (P No: 15 I.No:3.6)Cum433.65433.6564.75FalseNoneNoneFalseNoneFalse28078.83750
282439891302NoneI No.91Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material PWD Common DSR 2021-22 Volume 3 (P No: 19 I.No: 4.1.B.(v)Cum2345.72345.7155.4FalseNoneNoneFalseNoneFalse364521.780
282439991302NoneI No.92Wet Mix Macadam (Plant mix method): Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. PWD Common DSR 2021-22 Volume 3 (P No: 24 I.No: 4.27.A)Cum2513.72513.7135.975FalseNoneNoneFalseNoneFalse341800.35750
282440091302NoneI No.93Prime Coat over WMM/WBM : Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. PWD Common DSR 2021-22 Volume 3 (P No: 29 I.No:5.1.A)Sqm44.144.1906.5FalseNoneNoneFalseNoneFalse39976.650
282440191302NoneI No.94Tack coat on Granular surface treated with primer Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom(PWD CSR 2021-22 vol-3 P.No 145 I.No 21-A (4))Sqm15.7515.75906.5FalseNoneNoneFalseNoneFalse14277.3750
282440291302NoneI No.95Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (PWD CSR 2021-22 vol-3 P.No 31 I.No 5.8 (ii) C)Cum7736.47736.445.325FalseNoneNoneFalseNoneFalse350652.330
282440391302NoneI No.96Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (PWD CSR 2021-22 vol-3 P.No 145 I.No 21-A (1))Cum10233.310233.322.6625FalseNoneNoneFalseNoneFalse231912.161250
282440491302NoneI No.97Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface : Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. PWD Common DSR 2021-22 Volume 3 (P No: 57 I.No:8.15 )Sqm501.9501.951.8FalseNoneNoneFalseNoneFalse25998.420
282440591302NoneI No.98Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 PWD Common DSR 2021-22 Volume 3 (P No:151 I.No:21-C.4 )No9450.09450.01.0FalseNoneNoneFalseNoneFalse9450.00
282440691302NoneI No.99Clearing and Grubbing Road Land.Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materialto be used or auctioned, including removal and disposal of toporganic soil not exceeding 150 mm in thickness.By Mechanical Means using Motor Grader- In area of light jungle(PWD CSR 2021-22 vol-3 P.No 7 I.No 2.6 (iii)Aha146982.15146982.150.049FalseNoneNoneFalseNoneFalse7202.125350
282440791302NoneI No.100Mechanical Means: Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth PWD Common DSR 2021-22 Volume 1 (P No: 8 I.No:1.12)Cum68.2568.2549.02FalseNoneNoneFalseNoneFalse3345.6150
282440891302NoneI No.101Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material PWD Common DSR 2021-22 Volume 3 (P No: 19 I.No: 4.1.B.(v)Cum2345.72345.761.275FalseNoneNoneFalseNoneFalse143732.76750
282440991302NoneI No.102KSRB 9.32 Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and HOM of machineries complete as per specifications. Specification No. KBS PWD Common DSR 2021-22 Volume 3 (P No:64 vol-2 I.No:9.32 - )Sqm1141.351141.35817.0FalseNoneNoneFalseNoneFalse932482.950
282441091302NoneI No.103Providing and laying in position Reinforced cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesfor all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)Cum6240.156240.154.68FalseNoneNoneFalseNoneFalse29203.9020
282441191302NoneI No.104Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 PWD Common DSR 2021-22 Volume 3 (P No:151 I.No:21-C.4 )No9450.09450.01.0FalseNoneNoneFalseNoneFalse9450.00
282441291302NoneI No.105Clearing and Grubbing Road Land.Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materialto be used or auctioned, including removal and disposal of toporganic soil not exceeding 150 mm in thickness.By Mechanical Means using Motor Grader- In area of light jungle(PWD CSR 2021-22 vol-3 P.No 7 I.No 2.6 (iii)Aha146982.15146982.150.0482FalseNoneNoneFalseNoneFalse7084.539630
282441391302NoneI No.106Compacting original ground supporting embankment: Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. PWD Common DSR 2021-22 Volume 3 (P No: 15 I.No:3.7 )Cum91.3591.3593.8FalseNoneNoneFalseNoneFalse8568.630
282441491302NoneI No.107Construction of Embankment Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.(PWD CSR 2021-22 vol-1 P.No 7 I.No 1.8Cum422.1422.1140.7FalseNoneNoneFalseNoneFalse59389.470
282441591302NoneI No.108Construction of Subgrade and Earthen Shoulders: Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 PWD Common DSR 2021-22 Volume 3 (P No: 15 I.No:3.6)Cum433.65433.6540.2FalseNoneNoneFalseNoneFalse17432.730
282441691302NoneI No.109Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material PWD Common DSR 2021-22 Volume 3 (P No: 19 I.No: 4.1.B.(v)Cum2345.72345.760.3FalseNoneNoneFalseNoneFalse141445.710
282441791302NoneI No.110Wet Mix Macadam (Plant mix method): Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. PWD Common DSR 2021-22 Volume 3 (P No: 24 I.No: 4.27.A)Cum2513.72513.760.3FalseNoneNoneFalseNoneFalse151576.110
282441891302NoneI No.111Prime Coat over WMM/WBM : Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. PWD Common DSR 2021-22 Volume 3 (P No: 29 I.No:5.1.A)Sqm44.144.1804.0FalseNoneNoneFalseNoneFalse35456.40
282441991302NoneI No.112Tack coat on Granular surface treated with primer Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom(PWD CSR 2021-22 vol-3 P.No 145 I.No 21-A (4))Sqm15.7515.75804.0FalseNoneNoneFalseNoneFalse12663.00
282442091302NoneI No.113Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (PWD CSR 2021-22 vol-3 P.No 145 I.No 21-A (1))Cum10233.310233.320.1FalseNoneNoneFalseNoneFalse205689.330
282442191302NoneI No.114Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface : Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. PWD Common DSR 2021-22 Volume 3 (P No: 57 I.No:8.15 )Sqm501.9501.953.6FalseNoneNoneFalseNoneFalse26901.840
282442291302NoneI No.115Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 PWD Common DSR 2021-22 Volume 3 (P No:151 I.No:21-C.4 )No9450.09450.01.0FalseNoneNoneFalseNoneFalse9450.00
282442391302NoneI No.116Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 mCum195.3195.338.1036FalseNoneNoneFalseNoneFalse7441.633080
282442491302NoneI No.117Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing,and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately).Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates.Cum5466.35466.32.74FalseNoneNoneFalseNoneFalse14977.6620
282442591302NoneI No.118Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For foundationCum6517.066517.065.868FalseNoneNoneFalseNoneFalse38242.108080
282442691302NoneI No.119Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For ColumnsCum10652.8810652.887.1712FalseNoneNoneFalseNoneFalse76393.9330560
282442791302NoneI No.120Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For Beams and LintelsCum10026.2410026.243.0705FalseNoneNoneFalseNoneFalse30785.569920
282442891302NoneI No.121Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Roof SlabsCum9399.69399.64.9415FalseNoneNoneFalseNoneFalse46448.12340
282442991302NoneI No.122Providing 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 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.Cum7295.47295.414.0418FalseNoneNoneFalseNoneFalse102440.547720
282443091302NoneI No.123Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in foundations and plinth in Cement mortar 1:3 (1 cement : 3 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.Cum893.55893.5519.44FalseNoneNoneFalseNoneFalse17370.6120
282443191302NoneI No.124Providing 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.Cum79111.279111.20.39FalseNoneNoneFalseNoneFalse30853.3680
282443291302NoneI No.125Fixing 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, omplete as per specifications.Cum1555.051555.058.0FalseNoneNoneFalseNoneFalse12440.40
282443391302NoneI No.126Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass panes with glazing clips and special metal sash putty of approved make, or metal beading with screws, (only steel windows, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost: Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-ChargeSqm36.7536.7532.4FalseNoneNoneFalseNoneFalse1190.70
282443491302NoneI No.127Providing and fixing in position fully panelled Matti/Nandi wood shutters for doors with, stiles and rails of 35mm. 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 )Cum4227.34227.312.0FalseNoneNoneFalseNoneFalse50727.60
282443591302NoneI No.128Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.Sqm223.65223.65189.921FalseNoneNoneFalseNoneFalse42475.831650
282443691302NoneI No.129Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary 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-chargeSqm313.95313.9570.07FalseNoneNoneFalseNoneFalse21998.47650
282443791302NoneI No.130Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot restsNo4458.34458.38.0FalseNoneNoneFalseNoneFalse35666.40
282443891302NoneI No.131Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock.No1811.251811.251.0FalseNoneNoneFalseNoneFalse1811.250
282443991302NoneI No.132KSRB 13-11 : Providing and placing on terrace, polyethylene water storage tanks as per IS12701 : 1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM and testing complete as per specifications. (For 1000 litre capacity) Specification No.KBS 13.22Ltr7169.47169.42.0FalseNoneNoneFalseNoneFalse14338.80
282444091302NoneI No.133Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete.Sqm800.1800.118.555FalseNoneNoneFalseNoneFalse14845.85550
282444191302NoneI No.134Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade completeSqm1012.21012.223.82FalseNoneNoneFalseNoneFalse24110.6040
282444291302NoneI No.135Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sqm110.25110.2598.457FalseNoneNoneFalseNoneFalse10854.884250
282444391302NoneI No.136Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sqm142.8142.863.01FalseNoneNoneFalseNoneFalse8997.8280
282444491302NoneI No.137Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-chargeSqm136.5136.527.72FalseNoneNoneFalseNoneFalse3783.780
282444591302NoneI No.138Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.Tonne75268.275268.22.176FalseNoneNoneFalseNoneFalse163783.60320
282444691302NoneI No.139Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavationetc. complete. 110mm (weight of pipe -1.894 kg)Rmtr521.26521.2620.0FalseNoneNoneFalseNoneFalse10425.20
282444791302NoneI No.140KSRB13-10 : Providing and fixing to wall, ceiling and floor unplasticised PVC pipes 10.00 kgs/sqcm working pressure of outside diameter chemp plast I Wavin or equivalent make with pipe fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM and testing complete as per specifications. Specification No.KBS 13.2.154/13.9 25MM dia UPVC PipeNo123.9123.930.0FalseNoneNoneFalseNoneFalse3717.00
282444891302NoneI No.141KSRB13-10 : Providing and fixing to wall, ceiling and floor unplasticised PVC pipes 10.00 kgs/sqcm working pressure of outside diameter chemp plast I Wavin or equivalent make with pipe fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM and testing complete as per specifications. Specification No.KBS 13.2.154/13.9 20MM dia UPVC PipeSqm112.35112.3516.0FalseNoneNoneFalseNoneFalse1797.60
282444991302NoneI No.142Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore, 86 mm long, weighing not less than 88 gNo155.4155.48.0FalseNoneNoneFalseNoneFalse1243.20
282445091302NoneI No.143Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc 100x58x1.9mmKg31.531.524.0FalseNoneNoneFalseNoneFalse756.00
282445191302NoneI No.144Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 100mmNo25.225.216.0FalseNoneNoneFalseNoneFalse403.20
282445291302NoneI No.145Providing and fixing aluminium tower bolts, ISI marked, anodised (an odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. completeNo116.55116.5516.0FalseNoneNoneFalseNoneFalse1864.80
282445391302NoneI No.146Supplying heavy gauge PVC Conduit Pipe 20 dia 2 mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.No75.075.015.0FalseNoneNoneFalseNoneFalse1125.00
282445491302NoneI No.147Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm 2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto 3m from tapping point to out let via switch boxRmtr251.0251.010.0FalseNoneNoneFalseNoneFalse2510.00
282445591302NoneI No.148Supplying and flush mounting teak wooden box without front plank, made of not less than 12 mm thick wood, after due groove cutting, finishing with necessary cement plastering complete. 12" x 12" x 3" (300 x 300 x 76 mm)No112.0112.01.0FalseNoneNoneFalseNoneFalse112.00
282445691302NoneI No.149Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board. 6A Lamp HolderNo63.063.010.0FalseNoneNoneFalseNoneFalse630.00
282445791302NoneI No.1501.1 kV Class HR (Heat Resistant) PVC Insulated & Sheathed Aluminium Single Core Lead wires as per IS-694: 2010 PVC Wire - 2.5 Sqmm Weight per 100 Mtr Coil: 1.8 KgNo1606.01606.01.0FalseNoneNoneFalseNoneFalse1606.00
282445891302NoneI No.151Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 16 AmpsNo125.0125.01.0FalseNoneNoneFalseNoneFalse125.00
282445991302NoneI No.152Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32A DP SwitchNo375.0375.01.0FalseNoneNoneFalseNoneFalse375.00
282446091302NoneI No.153Supplying and fixing of Modular MCB Devices (Tripper) With Breaking capacity of 6k A.16 - 32 A SPNo190.0190.01.0FalseNoneNoneFalseNoneFalse190.00
282446191302NoneI No.154Supplying and flush mounting teak wooden box without front plank, made of not less than 12 mm thick wood, after due groove cutting, finishing with necessary cement plastering complete.1 to 2 WayNo38.038.02.0FalseNoneNoneFalseNoneFalse76.00
282446291302NoneI No.155GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long,3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 KgNo770.0770.01.0FalseNoneNoneFalseNoneFalse770.00
282446391302NoneI No.156Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg eachNo660.0660.01.0FalseNoneNoneFalseNoneFalse660.00
282446491302NoneI No.157Good Quality Salt for grounding purposes packed in 50 Kg gunny bagNo303.0303.01.0FalseNoneNoneFalseNoneFalse303.00
282446591302NoneI No.158Digging of Pit for providing GI Pipe type Earthing LABOUR RATE Ordinary soilNo578.0578.01.0FalseNoneNoneFalseNoneFalse578.00
282446691302NoneI No.1598 SWG GI Wire MT - PER KG (4.064 mm Dia), Std Wt: 125 Kg/KMNo77850.077850.00.02FalseNoneNoneFalseNoneFalse1557.00
282446791302NoneI No.160Brass Cable Gland 25mmNo77.077.02.0FalseNoneNoneFalseNoneFalse154.00
282446891302NoneI No.161Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level , including cost of materials, labour and Usage charges of machinery complete as per specifications. (CSR 2021-22 Vol-2 P.No. 64 I. No. 9.31)No1141.351141.3535.2FalseNoneNoneFalseNoneFalse40175.520
282446991302NoneI No.162Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 2021-22 Vol-1 P.No. 15 I. No. 2.2.1.1 )No6240.156240.150.546FalseNoneNoneFalseNoneFalse3407.12190
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17090301890000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17090301890000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17090301890001NoneNoneELIGIBILITYIt shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission.None
17090302070000NoneNoneELIGIBILITYThe bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidders end.None
17090302100000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17090302140000NoneNoneELIGIBILITYBidders 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
17090302180000NoneNoneELIGIBILITYConditional tenders will not be accepted.None
17090302210000NoneNoneELIGIBILITYTenderers are required to read the Bid Documents carefully before submission of their bid.None
17090302260000NoneNoneELIGIBILITYAny discrepancies observed in the documents uploaded by the tenderer the tender shall liable to rejected.None
17090302310000NoneNoneELIGIBILITYRoyalty on construction materials and other taxes will be deducted as per prevailing Govt., orders as may be modified from time to time.None
17090302340000NoneNoneELIGIBILITYAs per Karnataka State Government order No.LD/300/LET/2006 Bangalore Dated 01.01.2007 and Government Letter No.PW/134/BMS/2007 Dated 27-07-2007, a sum amounting to 1% of the bill amount will be deducted towards Construction Labour Welfare fund.None
17090302400000NoneNoneELIGIBILITYThe Tenderer shall scan Original Workdone certificates / Turnover Statements and any other documents specified by the employer and attach the scanned file to the Bid. The Original Documents shall be produced for physical verification within one week from the date of Technical bid opening.None
17090302450000NoneNoneELIGIBILITYThe Employer reserves the right to reject any or all Tenders without assigning any reason or what so ever.None
17090302490000NoneNoneELIGIBILITYThe scanned copy of the Bank Guarantee or Fixed Deposit Receipts shall be uploaded in the e-procurement portal at the time of submission of bid and the originals of the same shall be submitted on or before technical bid opening date at the place of tender opening.None
17090302550000NoneNoneELIGIBILITYFinancial turnover of previous years shall be given a weight age of 10% per year to bring them to the price level of the 2023-24.None
17090302580000NoneNoneELIGIBILITYAll other terms & conditions as per the Tender Document.None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneTenderer in his name should have in the last five years i.e., 2018-19 to 2022-23, satisfactorily completed, at least one similar Work of Value not less than Rs.84.18 Lakhs as Prime Contractor.Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Work done Certificate issued by the officer not below the rank of Executive Engineer or Equivalent.
NoneNoneNoneNoneThe tenderer should have executed the following minimum quantities of work in any one year of last five years, i.e. 2018 to 2022-23: 1)Earthwork Excavation / Embankment-1592.00 Cum, 2)Cement Concrete (Plain and Reinforced)-256.00 Cum, 3)Granular Sub Base /Water Bound Macadam / Wet Mix Macadam-840.00 Cum, 4)Asphalt work (Bituminous Macadam/ Semi Dense Bituminous Concrete/ Bituminous concrete/ Dense Bituminous Macadam /Other Bituminous items)-192.00 Cum, 5)Steel Reinforcement/ Fabrication Work/ Structural Steel-10.000 MT and 6)Cobble stone/ interlocking/ all type of pavers-2328.00 Sqm.Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Work done Certificate issued by the officer not below the rank of Executive Engineer or Equivalent.
NoneNoneNoneNoneTenderer in his name should have in the last five years i.e., 2018-19 to 2022-23, achieved in at least two financial years a minimum annual financial turnover (in all classes of civil engineering construction works only) of Rs.336.72 lakhs (UDIN number is mandatory)Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Certified balance sheet issued by Charted accountant (With profit loss statement)
NoneNoneNoneNoneLiquid assets and /or availability of credit facilities of no less than Rs.50.51 Lakhs (estimated cash flow for 3 months of peak construction period) (Format as per Bid document)Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Credit lines/ letter of credit/ Banker certificates issued by scheduled banks
NoneNoneNoneNoneAssessed available tender capacityOthersAssessed available tender capacity
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Other
NoneNoneNoneNoneList of existing commitments and ongoing worksOthersList of existing commitments and ongoing works
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- As per document document
NoneNoneNoneNoneContractor Registration Certificate.OthersContractor Registration Certificate.
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Registration Certificate issued by the officer not below the rank of Chief Engineer or Equivalent
NoneNoneNoneNoneList of works for which tenders already submittedOthersList of works for which tenders already submitted
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- As per Tender document
NoneNoneNoneNoneDeletedOthersOther
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Other
NoneNoneNoneNoneDeletedOthersOther
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Other
NoneNoneNoneNoneDeletedOthersOther
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Other
NoneNoneNoneNoneDeletedOthersOther
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Other
NoneNoneNoneNoneDeletedOthersOther
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Other
NoneNoneNoneNoneDeletedOthersOther
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Other
NoneNoneNoneNoneDeletedOthersOther
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Other
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateTrueTechnical Bid
Contractor Registration CertificateTrueTechnical Bid
Similar Work done CertificateTrueTechnical Bid
Minimum quantities work doneTrueTechnical Bid
Liquid assets and/or availability of credit facilities-Banker CertificateTrueTechnical Bid
Assessed available tender capacityTrueTechnical Bid
List of existing commitments and ongoing worksTrueTechnical Bid
List of works for which tenders already submittedTrueTechnical Bid
Section-3 Qualification information formsTrueTechnical Bid
tenderWorkLocationList
tenderAddress
createdTs1709289231000
version0
createdDateNone
modifiedDateNone
blockNumberDUDC, DC Office, Court Cmpound
streetNone
cityBelagavi
stateKarnataka
pin590001
tenderRecallDTONone