tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1725624970000 | 0 | None | None | Other Works | Package 1) Construction of New TMC Office Building with Furnitures in Afzalpur Town | 20425318.57 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3936657 | 152173 | None | code01 | 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 Page No.8 Item No. 1.12 KPWD. Volumn -1 DSR 2023-24 | Cum | 99.75 | 99.75 | 97.8515 | False | None | None | False | None | False | 9760.687125 | 0 | 3936658 | 152173 | None | code02 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Page No.8 Item No. 1.14.1 KPWD. Volumn -1 DSR 2023-24 | Cum | 107.1 | 107.1 | 604.2918 | False | None | None | False | None | False | 64719.65178 | 0 | 3936659 | 152173 | None | code03 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m Page No.8 Item No. 1.15.1 KPWD. Volumn -1 DSR 2023-24 | Cum | 381.15 | 381.15 | 98.3539 | False | None | None | False | None | False | 37487.588985 | 0 | 3936660 | 152173 | None | code04 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Page No. 7 Item No. 1.9 KPWD. Volumn -1 DSR 2023-24 | Cum | 279.3 | 279.3 | 828.6351 | False | None | None | False | None | False | 231437.78343 | 0 | 3936661 | 152173 | None | code05 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Page No.15 Item No. 2.1.4 KPWD. Volumn -1 DSR 2023-24 | Cum | 6527.85 | 6527.85 | 103.71 | False | None | None | False | None | False | 677003.3235 | 0 | 3936662 | 152173 | None | code06 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Page No.15 Item No. 2.2.2 KPWD. Volumn -1 DSR 2023-24 | Cum | 6560.4 | 6560.4 | 128.43 | False | None | None | False | None | False | 842552.172 | 0 | 3936663 | 152173 | None | code07 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Page No.16 Item No. 2.5.2 KPWD. Volumn -1 DSR 2023-24 | Cum | 7185.15 | 7185.15 | 151.47 | False | None | None | False | None | False | 1088334.6705 | 0 | 3936664 | 152173 | None | code08 | FOOTING CENTERING Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding SI no 1 Page No.111 KPWD. Volumn -1 DSR 2023-24 | Cum | 524.83 | 524.83 | 119.3239 | False | None | None | False | None | False | 62624.762437 | 0 | 3936665 | 152173 | None | code09 | COLUMNS CENTERING Addendum I Percentage Additionalities for Formwork, Centering & ScaffoldingPage No.111 KPWD. Sl.no 9.Volumn -1 DSR 2023-24 | Cum | 4592.28 | 4592.28 | 9.108 | False | None | None | False | None | False | 41826.48624 | 0 | 3936666 | 152173 | None | code10 | COLUMNS CENTERING Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Page No.111 KPWD. Sl.no 9.Volumn -1 DSR 2023-24 | Cum | 5029.6 | 5029.6 | 12.7132 | False | None | None | False | None | False | 63942.31072 | 0 | 3936667 | 152173 | None | code11 | PLINTH BEAMS CENTERING Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Page No.111 KPWD. Sl.no 2 .Volumn -1 DSR 2023-24 | Cum | 3592.57 | 3592.57 | 23.3402 | False | None | None | False | None | False | 83851.302314 | 0 | 3936668 | 152173 | None | code12 | BEAMS & lintels CENTERING Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Page No.112 KPWD. Sl.no 14 Volumn -1 DSR 2023-24 | Cum | 4311.09 | 4311.09 | 28.81 | False | None | None | False | None | False | 124202.5029 | 0 | 3936669 | 152173 | None | code13 | ROOF SLAB CENTERING Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Page No.112 KPWD. Sl.no 15 Volumn -1 DSR 2023-24 | Cum | 3592.58 | 3592.58 | 85.7007 | False | None | None | False | None | False | 307886.620806 | 0 | 3936670 | 152173 | None | code14 | CHAJJA CENTRING Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Page No.112 KPWD. Sl.no 19 Volumn -1 DSR 2023-24 | Cum | 3233.31 | 3233.31 | 0.906 | False | None | None | False | None | False | 2929.37886 | 0 | 3936671 | 152173 | None | code15 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) Page No.9 Item No. 5.1.1 KPWD. Volumn -2 DSR 2023-24 | Cum | 5891.55 | 5891.55 | 49.6658 | False | None | None | False | None | False | 292608.54399 | 0 | 3936672 | 152173 | None | code16 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand Page No.9 Item No. 5.4 KPWD. Volumn -2 DSR 2023-24 | Cum | 6708.45 | 6708.45 | 34.5211 | False | None | None | False | None | False | 231583.073295 | 0 | 3936673 | 152173 | None | code17 | Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 3.5 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Non modular bricks 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. Page No. 14 Item.no 6.8 KPWD. Volumn -2 DSR 2023-24 | Cum | 8367.45 | 8367.45 | 100.3148 | False | None | None | False | None | False | 839379.07326 | 0 | 3936674 | 152173 | None | code18 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level 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 Page No. 14 Item.no 6.14 KPWD. Volumn -2 DSR 2023-24 | Sqm | 1113.0 | 1113.0 | 51.937 | False | None | None | False | None | False | 57805.881 | 0 | 3936675 | 152173 | None | code19 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 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. Page No.41 Item no.8.4.1 KPWD. Volumn -2 DSR 2023-24 | Sqm | 339.15 | 339.15 | 422.6836 | False | None | None | False | None | False | 143353.14294 | 0 | 3936676 | 152173 | None | code20 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Page No.42 Item no.8.8 KPWD. Volumn -2 DSR 2023-24 | Sqm | 389.55 | 389.55 | 699.223 | False | None | None | False | None | False | 272382.31965 | 0 | 3936677 | 152173 | None | code21 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Page No.42 Item no.8.8 KPWD. Volumn -2 DSR 2023-24 | Sqm | 389.55 | 389.55 | 475.821 | False | None | None | False | None | False | 185356.07055 | 0 | 3936678 | 152173 | None | code22 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Page No.50 Item no.8.51 KPWD. Volumn -2 DSR 2023-24 | Sqm | 105.0 | 105.0 | 1121.9066 | False | None | None | False | None | False | 117800.193 | 0 | 3936679 | 152173 | None | code23 | Providing Mathi / Nandi wood wrought and putup for purlins, common rafters and similar work including cost of materials, labour, usage charges complete as per specifications. Page No.99 Item no. 12.2 KPWD. Volumn -2 DSR 2023-24 | Cum | 143083.5 | 143083.5 | 0.9695 | False | None | None | False | None | False | 138719.45325 | 0 | 3936680 | 152173 | None | code24 | Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 30mm. 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 ) Page No.100 Item no. 12.20 KPWD. Volumn -2 DSR 2023-24 | Sqm | 6457.5 | 6457.5 | 29.463 | False | None | None | False | None | False | 190257.3225 | 0 | 3936681 | 152173 | None | code25 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications Page No.104 Item no. 12.51 KPWD. Volumn -2 DSR 2023-24 | Nos | 1066.8 | 1066.8 | 11.0 | False | None | None | False | None | False | 11734.8 | 0 | 3936682 | 152173 | None | code26 | Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5mm (HEAVY)Page No.107 Item no. 12.75.1 KPWD. Volumn -2 DSR 2023-24 | Nos | 288.75 | 288.75 | 66.0 | False | None | None | False | None | False | 19057.5 | 0 | 3936683 | 152173 | None | code27 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete 250x10mm Page No.107 Item no. 12.76.1 KPWD. Volumn -2 DSR 2023-24 | Nos | 456.75 | 456.75 | 11.0 | False | None | None | False | None | False | 5024.25 | 0 | 3936684 | 152173 | None | code28 | Providing and fixing bright finished brass handles with screws etc. complete: Page No.108 Item no. 12.79.2KPWD. Volumn -2 DSR 2023-24 | Each | 261.45 | 261.45 | 22.0 | False | None | None | False | None | False | 5751.9 | 0 | 3936685 | 152173 | None | code29 | Providing & fixing factory made single excuted WPC solid door/window frame of size 62 x 125 Page N..111 Item no. 12.93.2 KPWD. Volumn -2 DSR 2023.24 | m | 802.2 | 802.2 | 103.0599 | False | None | None | False | None | False | 82674.65178 | 0 | 3936686 | 152173 | None | code30 | Providing and fixing factory made Green certified, Anti Termite, UV resistant,high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 35 mm thickness Page N..112 Item no. 12.94.2 KPWD. Volumn -2 DSR 2023.24 | Sqm | 4243.05 | 4243.05 | 37.077 | False | None | None | False | None | False | 157319.56485 | 0 | 3936687 | 152173 | None | code31 | Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame havinoverall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Page No. 109 Item no. 12.85 KPWD. Volumn 2 DSR 2023-24 | Sqm | 6004.95 | 6004.95 | 2.6639 | False | None | None | False | None | False | 15996.586305 | 0 | 3936688 | 152173 | None | code32 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Page No. 86 Item no. 11.34A KPWD. Volumn -2 DSR 2023-24 | Kg | 176.4 | 176.4 | 122.556 | False | None | None | False | None | False | 21618.8784 | 0 | 3936689 | 152173 | None | code33 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, = usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge .Page No. 77 Item no. 11.3 KPWD. Volumn -2 DSR 2023-24 | Sqm | 8689.8 | 8689.8 | 11.712 | False | None | None | False | None | False | 101774.9376 | 0 | 3936690 | 152173 | None | code34 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent .Page No.63 Item no.9.24 KPWD. Volumn -2 DSR 2023-24 | Sqm | 2994.6 | 2994.6 | 346.0126 | False | None | None | False | None | False | 1036169.33196 | 0 | 3936691 | 152173 | None | code35 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. .Page No.63 Item no.9.23 KPWD. Volumn -2 DSR 2023-24 | Sqm | 2589.3 | 2589.3 | 99.669 | False | None | None | False | None | False | 258072.9417 | 0 | 3936692 | 152173 | None | code36 | Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. Page No.69 Item no.10.2 KPWD. Volumn -2 DSR 2023-24 | Rmtr | 344.4 | 344.4 | 96.9 | False | None | None | False | None | False | 33372.36 | 0 | 3936693 | 152173 | None | code37 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding for Bathrooms: Toilet: Chemically exposed areas and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) with Acid and alkali resistant tile Page No.59 Item no 9.7.1 KPWD. Volumn -2 DSR 2023-24 | Sqm | 1308.3 | 1308.3 | 37.9957 | False | None | None | False | None | False | 49709.77431 | 0 | 3936694 | 152173 | None | code38 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding for Bathrooms: Toilet: Chemically exposed areas and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) with Acid and alkali resistant tile coarse sand) with Acid and alkali resistant tile Page No.60 Item no 9.7.2 KPWD. Volumn -2 DSR 2023-24 | Sqm | 1323.0 | 1323.0 | 80.388 | False | None | None | False | None | False | 106353.324 | 0 | 3936695 | 152173 | None | code39 | Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste
by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Page No.63 Item no.9.25 KPWD. Volumn -2 DSR 2021-22 | Sqm | 840.0 | 840.0 | 8.5727 | False | None | None | False | None | False | 7201.068 | 0 | 3936696 | 152173 | None | code40 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 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. Page No.47 Item no 8.34.3 KPWD. Volumn -2 DSR 2023-24 | Sqm | 52.5 | 52.5 | 19.8904 | False | None | None | False | None | False | 1044.246 | 0 | 3936697 | 152173 | None | code41 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/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. Page No.47 Item no 8.33.3 KPWD. Volumn -2 DSR 2023-24 | Sqm | 145.95 | 145.95 | 19.8904 | False | None | None | False | None | False | 2903.00388 | 0 | 3936698 | 152173 | None | code42 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/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. Page No.46 Item no 8.33.2 KPWD. Volumn -2 DSR 2023-24 | Sqm | 144.9 | 144.9 | 58.926 | False | None | None | False | None | False | 8538.3774 | 0 | 3936699 | 152173 | None | code43 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/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. Page No.46 Item no 8.32 KPWD. Volumn -2 DSR 2023-24 | Sqm | 163.8 | 163.8 | 699.22 | False | None | None | False | None | False | 114532.236 | 0 | 3936700 | 152173 | None | code44 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/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. Page No.46 Item no 8.32 KPWD. Volumn -2 DSR 2023-24 | Sqm | 163.8 | 163.8 | 422.68 | False | None | None | False | None | False | 69234.984 | 0 | 3936701 | 152173 | None | code45 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 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. Page No.46 Item no 8.31 KPWD. Volumn -2 DSR 2023-24 | Sqm | 186.9 | 186.9 | 475.82 | False | None | None | False | None | False | 88930.758 | 0 | 3936702 | 152173 | None | code46 | Providing Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) Page No.18 Item no. 2.11.a KPWD. Volumn -1 DSR 2023-24 | Tonne | 93929.85 | 93929.85 | 23.34 | False | None | None | False | None | False | 2192322.699 | 0 | 3936703 | 152173 | None | code47 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Page No.16 Item No. 2.5.2 KPWD. Volumn -1 DSR 2023-24 | Cum | 7253.58 | 7253.58 | 128.124 | False | None | None | False | None | False | 929357.68392 | 0 | 3936704 | 152173 | None | code48 | COLUMNS CENTERING Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Page No.111 KPWD. Sl.no 9.Volumn -1 DSR 2023-24 | Cum | 5077.5 | 5077.5 | 12.71 | False | None | None | False | None | False | 64535.025 | 0 | 3936705 | 152173 | None | code49 | BEAMS & lintels CENTERING Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Page No.112 KPWD. Sl.no 14 Volumn -1 DSR 2023-24 | Cum | 4352.14 | 4352.14 | 28.81 | False | None | None | False | None | False | 125385.1534 | 0 | 3936706 | 152173 | None | code50 | ROOF SLAB CENTERING Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Page No.112 KPWD. Sl.no 15 Volumn -1 DSR 2023-24 | Cum | 3626.79 | 3626.79 | 85.7 | False | None | None | False | None | False | 310815.903 | 0 | 3936707 | 152173 | None | code51 | CHAJJA CENTRING Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Page No.112 KPWD. Sl.no 19 Volumn -1 DSR 2023-24 | Cum | 2950.72 | 2950.72 | 0.906 | False | None | None | False | None | False | 2673.35232 | 0 | 3936708 | 152173 | None | code52 | Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 3.5 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Non modular bricks 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. Page No. 14 Item.no 6.8 KPWD. Volumn -2 DSR 2023-24 | Cum | 8447.14 | 8447.14 | 109.82 | False | None | None | False | None | False | 927664.9148 | 0 | 3936709 | 152173 | None | code53 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level 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 Page No. 14 Item.no 6.14 KPWD. Volumn -2 DSR 2023-24 | Sqm | 1123.6 | 1123.6 | 62.99 | False | None | None | False | None | False | 70775.564 | 0 | 3936710 | 152173 | None | code54 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 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. Page No.41 Item no.8.4.1 KPWD. Volumn -2 DSR 2023-24 | Sqm | 342.38 | 342.38 | 456.14 | False | None | None | False | None | False | 156173.2132 | 0 | 3936711 | 152173 | None | code55 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Page No.42 Item no.8.8 KPWD. Volumn -2 DSR 2023-24 | Sqm | 393.26 | 393.26 | 846.33 | False | None | None | False | None | False | 332827.7358 | 0 | 3936712 | 152173 | None | code56 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Page No.42 Item no.8.8 KPWD. Volumn -2 DSR 2023-24 | Sqm | 393.26 | 393.26 | 433.51 | False | None | None | False | None | False | 170482.1426 | 0 | 3936713 | 152173 | None | code57 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Page No.50 Item no.8.51 KPWD. Volumn -2 DSR 2023-24 | Sqm | 106.0 | 106.0 | 1302.47 | False | None | None | False | None | False | 138061.82 | 0 | 3936714 | 152173 | None | code58 | Providing Mathi / Nandi wood wrought and putup for purlins, common rafters and similar work including cost of materials, labour, usage charges complete as per specifications. Page No.99 Item no. 12.2 KPWD. Volumn -2 DSR 2023-24 | Cum | 144446.2 | 144446.2 | 0.98 | False | None | None | False | None | False | 141557.276 | 0 | 3936715 | 152173 | None | code59 | Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 30mm. 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 ) Page No.100 Item no. 12.20 KPWD. Volumn -2 DSR 2023-24 | Sqm | 6519.0 | 6519.0 | 30.74 | False | None | None | False | None | False | 200394.06 | 0 | 3936716 | 152173 | None | code60 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications Page No.104 Item no. 12.51 KPWD. Volumn -2 DSR 2023-24 | Nos | 1076.96 | 1076.96 | 11.0 | False | None | None | False | None | False | 11846.56 | 0 | 3936717 | 152173 | None | code61 | Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5mm (HEAVY)Page No.107 Item no. 12.75.1 KPWD. Volumn -2 DSR 2023-24 | Nos | 291.5 | 291.5 | 66.0 | False | None | None | False | None | False | 19239.0 | 0 | 3936718 | 152173 | None | code62 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete 250x10mm Page No.107 Item no. 12.76.1 KPWD. Volumn -2 DSR 2023-24 | Nos | 461.1 | 461.1 | 11.0 | False | None | None | False | None | False | 5072.1 | 0 | 3936719 | 152173 | None | code63 | Providing and fixing bright finished brass handles with screws etc. complete: Page No.108 Item no. 12.79.2KPWD. Volumn -2 DSR 2023-24 | Each | 263.94 | 263.94 | 22.0 | False | None | None | False | None | False | 5806.68 | 0 | 3936720 | 152173 | None | code64 | Providing & fixing factory made single excuted WPC solid door/window frame of size 62 x 125 Page N..111 Item no. 12.93.2 KPWD. Volumn -2 DSR 2023.24 | m | 809.84 | 809.84 | 117.52 | False | None | None | False | None | False | 95172.3968 | 0 | 3936721 | 152173 | None | code65 | Providing and fixing factory made Green certified, Anti Termite, UV resistant,high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 35 mm thickness Page N..112 Item no. 12.94.2 KPWD. Volumn -2 DSR 2023.24 | Sqm | 4283.46 | 4283.46 | 40.45 | False | None | None | False | None | False | 173265.957 | 0 | 3936722 | 152173 | None | code66 | Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL 9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets grey colour having isolated drainage and reinforced with Galvanized Iron profile throughout the ventilator frame. The frame havinoverall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Page No. 109 Item no. 12.85 KPWD. Volumn -2 DSR 2023-24 | Sqm | 6062.13 | 6062.13 | 3.07 | False | None | None | False | None | False | 18610.7391 | 0 | 3936723 | 152173 | None | code67 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Page No. 86 Item no. 11.34A KPWD. Volumn -2 DSR 2023-24 | Kg | 178.08 | 178.08 | 64.54 | False | None | None | False | None | False | 11493.2832 | 0 | 3936724 | 152173 | None | code68 | Providing and laying Polished Glazed Vitrified tiles in floor with different sizes (thickness to be specified by thE manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Page No.62 Item no.9.22.2 KPWD. Volumn -2 DSR 2023-24 | Sqm | 1405.56 | 1405.56 | 301.8 | False | None | None | False | None | False | 424198.008 | 0 | 3936725 | 152173 | None | code69 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. .Page No.63 Item no.9.23 KPWD. Volumn -2 DSR 2023-24 | Sqm | 2613.96 | 2613.96 | 27.92 | False | None | None | False | None | False | 72981.7632 | 0 | 3936726 | 152173 | None | code70 | Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. Page No.69 Item no.10.2 KPWD. Volumn -2 DSR 2023-24 | m | 347.67 | 347.67 | 51.2 | False | None | None | False | None | False | 17800.704 | 0 | 3936727 | 152173 | None | code71 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding for Bathrooms: Toilet: Chemically exposed areas and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) with Acid and alkali resistant tile Page No.59 Item no 9.7.1 KPWD. Volumn -2 DSR 2023-24 | Sqm | 1320.76 | 1320.76 | 53.0 | False | None | None | False | None | False | 70000.28 | 0 | 3936728 | 152173 | None | code72 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding for Bathrooms: Toilet: Chemically exposed areas and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) with Acid and alkali resistant tile coarse sand) with Acid and alkali resistant tile Page No.60 Item no 9.7.2 KPWD. Volumn -2 DSR 2023-24 | Sqm | 1335.6 | 1335.6 | 121.3 | False | None | None | False | None | False | 162008.28 | 0 | 3936729 | 152173 | None | code73 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 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. Page No.47 Item no 8.34.3 KPWD. Volumn -2 DSR 2023-24 | Sqm | 53.0 | 53.0 | 3.07 | False | None | None | False | None | False | 162.71 | 0 | 3936730 | 152173 | None | code74 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/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. Page No.47 Item no 8.33.3 KPWD. Volumn -2 DSR 2023-24 | Sqm | 147.33 | 147.33 | 3.07 | False | None | None | False | None | False | 452.3031 | 0 | 3936731 | 152173 | None | code75 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/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. Page No.46 Item no 8.33.2 KPWD. Volumn -2 DSR 2023-24 | Sqm | 146.28 | 146.28 | 61.49 | False | None | None | False | None | False | 8994.7572 | 0 | 3936732 | 152173 | None | code76 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/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. Page No.46 Item no 8.32 KPWD. Volumn -2 DSR 2023-24 | Sqm | 165.36 | 165.36 | 846.33 | False | None | None | False | None | False | 139949.1288 | 0 | 3936733 | 152173 | None | code77 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/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. Page No.46 Item no 8.32 KPWD. Volumn -2 DSR 2023-24 | Sqm | 165.36 | 165.36 | 456.14 | False | None | None | False | None | False | 75427.3104 | 0 | 3936734 | 152173 | None | code78 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 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. Page No.46 Item no 8.31 KPWD. Volumn -2 DSR 2023-24 | Sqm | 188.68 | 188.68 | 433.51 | False | None | None | False | None | False | 81794.6668 | 0 | 3936735 | 152173 | None | code79 | Providing Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) Page No.18 Item no. 2.11.a KPWD. Volumn -1 DSR 2023-24 | Tonne | 94824.42 | 94824.42 | 14.51 | False | None | None | False | None | False | 1375902.3342 | 0 | 3936736 | 152173 | None | code80 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Page No.16 Item No. 2.5.2 KPWD. Volumn -1 DSR 2023-24 | Cum | 7390.44 | 7390.44 | 9.78 | False | None | None | False | None | False | 72278.5032 | 0 | 3936737 | 152173 | None | code81 | COLUMNS CENTERING Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Page No.111 KPWD. Sl.no 9.Volumn -1 DSR 2023-24 | Cum | 5173.3 | 5173.3 | 4.33 | False | None | None | False | None | False | 22400.389 | 0 | 3936738 | 152173 | None | code82 | BEAMS & lintels CENTERING Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Page No.112 KPWD. Sl.no 14 Volumn -1 DSR 2023-24 | Cum | 4434.26 | 4434.26 | 1.73 | False | None | None | False | None | False | 7671.2698 | 0 | 3936739 | 152173 | None | code83 | ROOF SLAB CENTERING Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Page No.112 KPWD. Sl.no 15 Volumn -1 DSR 2023-24 | Cum | 3695.22 | 3695.22 | 3.72 | False | None | None | False | None | False | 13746.2184 | 0 | 3936740 | 152173 | None | code84 | Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 3.5 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Non modular bricks 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. Page No. 14 Item.no 6.8 KPWD. Volumn -2 DSR 2023-24 | Cum | 8606.52 | 8606.52 | 41.85 | False | None | None | False | None | False | 360182.862 | 0 | 3936741 | 152173 | None | code85 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 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. Page No.41 Item no.8.4.1 KPWD. Volumn -2 DSR 2023-24 | Sqm | 348.84 | 348.84 | 37.19 | False | None | None | False | None | False | 12973.3596 | 0 | 3936742 | 152173 | None | code86 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Page No.42 Item no.8.8 KPWD. Volumn -2 DSR 2023-24 | Sqm | 400.68 | 400.68 | 190.26 | False | None | None | False | None | False | 76233.3768 | 0 | 3936743 | 152173 | None | code87 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Page No.42 Item no.8.8 KPWD. Volumn -2 DSR 2023-24 | Sqm | 400.68 | 400.68 | 188.46 | False | None | None | False | None | False | 75512.1528 | 0 | 3936744 | 152173 | None | code88 | Providing Mathi / Nandi wood wrought and putup for purlins, common rafters and similar work including cost of materials, labour, usage charges complete as per specifications. Page No.99 Item no. 12.2 KPWD. Volumn -2 DSR 2023-24 | Cum | 147171.6 | 147171.6 | 0.09 | False | None | None | False | None | False | 13245.444 | 0 | 3936745 | 152173 | None | code89 | Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 30mm. 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 ) Page No.100 Item no. 12.20 KPWD. Volumn -2 DSR 2023-24 | Sqm | 6642.0 | 6642.0 | 2.56 | False | None | None | False | None | False | 17003.52 | 0 | 3936746 | 152173 | None | code90 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications Page No.104 Item no. 12.51 KPWD. Volumn -2 DSR 2023-24 | Nos | 1097.28 | 1097.28 | 1.0 | False | None | None | False | None | False | 1097.28 | 0 | 3936747 | 152173 | None | code91 | Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5mm (HEAVY)Page No.107 Item no. 12.75.1 KPWD. Volumn -2 DSR 2023-24 | Nos | 297.0 | 297.0 | 6.0 | False | None | None | False | None | False | 1782.0 | 0 | 3936748 | 152173 | None | code92 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete 250x10mm Page No.107 Item no. 12.76.1 KPWD. Volumn -2 DSR 2023-24 | Nos | 469.8 | 469.8 | 1.0 | False | None | None | False | None | False | 469.8 | 0 | 3936749 | 152173 | None | code93 | Providing and fixing bright finished brass handles with screws etc. complete: Page No.108 Item no. 12.79.2KPWD. Volumn -2 DSR 2023-24 | Each | 268.92 | 268.92 | 2.0 | False | None | None | False | None | False | 537.84 | 0 | 3936750 | 152173 | None | code94 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/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. Page No.46 Item no 8.33.2 KPWD. Volumn -2 DSR 2023-24 | Sqm | 149.04 | 149.04 | 5.12 | False | None | None | False | None | False | 763.0848 | 0 | 3936751 | 152173 | None | code95 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/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. Page No.46 Item no 8.32 KPWD. Volumn -2 DSR 2023-24 | Sqm | 168.48 | 168.48 | 190.26 | False | None | None | False | None | False | 32055.0048 | 0 | 3936752 | 152173 | None | code96 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/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. Page No.46 Item no 8.32 KPWD. Volumn -2 DSR 2023-24 | Sqm | 168.48 | 168.48 | 37.19 | False | None | None | False | None | False | 6265.7712 | 0 | 3936753 | 152173 | None | code97 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 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. Page No.46 Item no 8.31 KPWD. Volumn -2 DSR 2023-24 | Sqm | 193.32 | 193.32 | 188.46 | False | None | None | False | None | False | 36433.0872 | 0 | 3936754 | 152173 | None | code98 | Providing Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) Page No.18 Item no. 2.11.a KPWD. Volumn -1 DSR 2023-24 | Tonne | 96613.56 | 96613.56 | 1.73 | False | None | None | False | None | False | 167141.4588 | 0 | 3936755 | 152173 | None | code99 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. Page.no 122 Item.no 13.32.1, Volume-2 KPWD SR-2023-24 | m | 324.45 | 324.45 | 60.0 | False | None | None | False | None | False | 19467.0 | 0 | 3936756 | 152173 | None | code100 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall Page.no 122 Item.no 13.31.3, Volume-2 KPWD SR-2023-24 | m | 333.9 | 333.9 | 100.0 | False | None | None | False | None | False | 33390.0 | 0 | 3936757 | 152173 | None | code101 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall Page.no 122 Item.no 13.31.4, Volume-2 KPWD SR-2023-24 | m | 420.0 | 420.0 | 50.0 | False | None | None | False | None | False | 21000.0 | 0 | 3936758 | 152173 | None | code102 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 g. Page.no 119 Item.no 13.13, Volume-2 KPWD SR-2023-24 | No | 888.3 | 888.3 | 12.0 | False | None | None | False | None | False | 10659.6 | 0 | 3936759 | 152173 | None | code103 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. Page no 117 item no 13.15 Volume-2 KPWD SR-2023-24 | No | 761.25 | 761.25 | 2.0 | False | None | None | False | None | False | 1522.5 | 0 | 3936760 | 152173 | None | code104 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) Page no 117 item no 13.4.1 Volume-2 KPWD SR-2023-24 | No | 576.45 | 576.45 | 3.0 | False | None | None | False | None | False | 1729.35 | 0 | 3936761 | 152173 | None | code105 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer Page no 133 item no 14.7A Volume-2 KPWD SR-2023-24 | No | 4327.05 | 4327.05 | 6.0 | False | None | None | False | None | False | 25962.3 | 0 | 3936762 | 152173 | None | code106 | Providing and fixing unplasticised PVC connection pipe with brass unions : 45 cm length Page no 118 item no 13.8.2.1 Volume-2 KPWD SR-2023-24 | No | 95.55 | 95.55 | 6.0 | False | None | None | False | None | False | 573.3 | 0 | 3936763 | 152173 | None | code107 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Page no 136 item no 14.31 Volume-2 KPWD SR-2023-24 | No | 1281.0 | 1281.0 | 6.0 | False | None | None | False | None | False | 7686.0 | 0 | 3936764 | 152173 | None | code108 | Providing 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 (handlelever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: Page no 131 item no 14.1.1 Volume-2 KPWD SR-2023-24 | Each | 5128.2 | 5128.2 | 3.0 | False | None | None | False | None | False | 15384.6 | 0 | 3936765 | 152173 | None | code109 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid Page no 131 item no 14.3.1 Volume-2 KPWD SR-2023-24 | Each | 6296.85 | 6296.85 | 2.0 | False | None | None | False | None | False | 12593.7 | 0 | 3936766 | 152173 | None | code110 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Page no 131 item no 14.4.1 Volume-2 KPWD SR-2023-24 | Each | 4676.7 | 4676.7 | 5.0 | False | None | None | False | None | False | 23383.5 | 0 | 3936767 | 152173 | None | code111 | Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Page no 70 item no 10.8 Volume-2 KPWD SR-2023-24 | Sqm | 2928.45 | 2928.45 | 2.4 | False | None | None | False | None | False | 7028.28 | 0 | 3936768 | 152173 | None | code112 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 32 mm dia. Page no 136 item no 14.28.2.1 Volume-2 KPWD SR-2023-24 | Each | 96.6 | 96.6 | 6.0 | False | None | None | False | None | False | 579.6 | 0 | 3936769 | 152173 | None | code113 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32 mm dia. Page no 136 item no 14.28.1.1 Volume-2 KPWD SR-2023-24 | Each | 79.8 | 79.8 | 5.0 | False | None | None | False | None | False | 399.0 | 0 | 3936770 | 152173 | None | code114 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth Page No.6 Item No. 1.5.1 KPWD. Volumn -1 DSR 2023-24 | Cum | 313.95 | 313.95 | 74.43 | False | None | None | False | None | False | 23367.2985 | 0 | 3936771 | 152173 | None | code115 | Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 3.5 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Non modular bricks 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. Page No. 14 Item.no 6.8 KPWD. Volumn -2 DSR 2023-24 | Cum | 8367.45 | 8367.45 | 7.87 | False | None | None | False | None | False | 65851.8315 | 0 | 3936772 | 152173 | None | code116 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Page No.42 Item no.8.9 KPWD. Volumn -2 DSR 2023-24 | Sqm | 404.25 | 404.25 | 120.08 | False | None | None | False | None | False | 48542.34 | 0 | 3936773 | 152173 | None | code117 | Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. itm.no 17.12 Page No.176 KPWD. Volumn -2 DSR 2023-24 | Sqm | 974.4 | 974.4 | 13.09 | False | None | None | False | None | False | 12754.896 | 0 | 3936774 | 152173 | None | code118 | Supplying UPVC FOAM CORE pipes conforming to IS 16098 P-1 2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for: Pipes of SN8 Self Fit - 200mm dia. ( item no 3.8) page no 135 VOLUME-5 PWP. DSR 2021-22 | m | 911.4 | 911.4 | 250.0 | False | None | None | False | None | False | 227850.0 | 0 | 3936775 | 152173 | None | code119 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for: Pipes of SN4, 110mm dia. ( item no 2.2) page no 134 VOLUME-5 PWP. DSR 2021-22 | m | 284.55 | 284.55 | 50.0 | False | None | None | False | None | False | 14227.5 | 0 | 3936776 | 152173 | None | code120 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Page.no 123 Item.no 13.34, Volume-2 KPWD SR-2023-24 | Ltr | 9.54 | 9.54 | 5000.0 | False | None | None | False | None | False | 47700.0 | 0 | 3936777 | 152173 | None | code121 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. Page.no 122 Item.no 13.32.1, Volume-2 KPWD SR-2023-24 | m | 327.53 | 327.53 | 100.0 | False | None | None | False | None | False | 32753.0 | 0 | 3936778 | 152173 | None | code122 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall Page.no 122 Item.no 13.31.4, Volume-2 KPWD SR-2023-24 | m | 424.0 | 424.0 | 150.0 | False | None | None | False | None | False | 63600.0 | 0 | 3936779 | 152173 | None | code123 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 g. Page.no 119 Item.no 13.13, Volume-2 KPWD SR-2023-24 | No | 896.76 | 896.76 | 11.0 | False | None | None | False | None | False | 9864.36 | 0 | 3936780 | 152173 | None | code124 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. Page no 117 item no 13.15 Volume-2 KPWD SR-2023-24 | No | 768.5 | 768.5 | 2.0 | False | None | None | False | None | False | 1537.0 | 0 | 3936781 | 152173 | None | code125 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) Page no 117 item no 13.4.1 Volume-2 KPWD SR-2023-24 | No | 581.94 | 581.94 | 3.0 | False | None | None | False | None | False | 1745.82 | 0 | 3936782 | 152173 | None | code126 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer Page no 133 item no 14.7A Volume-2 KPWD SR-2023-24 | No | 4368.26 | 4368.26 | 8.0 | False | None | None | False | None | False | 34946.08 | 0 | 3936783 | 152173 | None | code127 | Providing and fixing unplasticised PVC connection pipe with brass unions : 45 cm length Page no 118 item no 13.8.2.1 Volume-2 KPWD SR-2023-24 | No | 96.46 | 96.46 | 8.0 | False | None | None | False | None | False | 771.68 | 0 | 3936784 | 152173 | None | code128 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Page no 136 item no 14.31 Volume-2 KPWD SR-2023-24 | No | 1293.2 | 1293.2 | 8.0 | False | None | None | False | None | False | 10345.6 | 0 | 3936785 | 152173 | None | code129 | Providing 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 (handlelever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: Page no 131 item no 14.1.1 Volume-2 KPWD SR-2023-24 | Each | 5177.04 | 5177.04 | 4.0 | False | None | None | False | None | False | 20708.16 | 0 | 3936786 | 152173 | None | code130 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid Page no 131 item no 14.3.1 Volume-2 KPWD SR-2023-24 | Each | 6356.82 | 6356.82 | 4.0 | False | None | None | False | None | False | 25427.28 | 0 | 3936787 | 152173 | None | code131 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Page no 131 item no 14.4.1 Volume-2 KPWD SR-2023-24 | Each | 4721.24 | 4721.24 | 3.0 | False | None | None | False | None | False | 14163.72 | 0 | 3936788 | 152173 | None | code132 | Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Page no 70 item no 10.8 Volume-2 KPWD SR-2023-24 | Sqm | 2956.33 | 2956.33 | 1.8 | False | None | None | False | None | False | 5321.394 | 0 | 3936789 | 152173 | None | code133 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 32 mm dia. Page no 136 item no 14.28.2.1 Volume-2 KPWD SR-2023-24 | Each | 97.52 | 97.52 | 3.0 | False | None | None | False | None | False | 292.56 | 0 | 3936790 | 152173 | None | code134 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32 mm dia. Page no 136 item no 14.28.1.1 Volume-2 KPWD SR-2023-24 | Each | 80.56 | 80.56 | 8.0 | False | None | None | False | None | False | 644.48 | 0 | 3936791 | 152173 | None | code135 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for: Pipes of SN4, 110mm dia. ( item no 2.2) page no 134 VOLUME-5 PWP. DSR 2021-22 | m | 287.26 | 287.26 | 154.65 | False | None | None | False | None | False | 44424.759 | 0 | 3936792 | 152173 | None | code136 | Supplying heavy gauge PVC conduit pipe ....... dia ....... mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. Page no 2 of item no 1.1.2 Volumn -6 2023-24 | Rmtr | 81.0 | 81.0 | 700.0 | False | None | None | False | None | False | 56700.0 | 0 | 3936793 | 152173 | None | code137 | Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete. Page no 3 of item no 1.7.1 Volumn -6 2023-24 | Rmtr | 29.0 | 29.0 | 300.0 | False | None | None | False | None | False | 8700.0 | 0 | 3936794 | 152173 | None | code138 | Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2 X1.5Sq.mm Cable confirming to the GTP, with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet / gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block.complete for each outlet. GROUP page no 5 of item no 2.2.1 Volumn -6 2023-24 a)short point up to 3 mtr from tapping point out let via switch | Each | 269.0 | 269.0 | 30.0 | False | None | None | False | None | False | 8070.0 | 0 | 3936795 | 152173 | None | code139 | Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch | Each | 379.0 | 379.0 | 40.0 | False | None | None | False | None | False | 15160.0 | 0 | 3936796 | 152173 | None | code140 | long above 6 mtr up to 10 mtr from tapping point to out let via switch | Each | 555.0 | 555.0 | 50.0 | False | None | None | False | None | False | 27750.0 | 0 | 3936797 | 152173 | None | code141 | Supplying 6A flush type socket and 6 amps flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3654 page no 8 of item no 3.1.2 Volumn -6 2023-24 | Each | 147.0 | 147.0 | 27.0 | False | None | None | False | None | False | 3969.0 | 0 | 3936798 | 152173 | None | code142 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall a)10-12 way Page no 8 of item no 3.4.6 Volumn -6 2023-24 | Each | 319.0 | 319.0 | 24.0 | False | None | None | False | None | False | 7656.0 | 0 | 3936799 | 152173 | None | code143 | 4-5 way Page no 8 item no 3.4.3 Volumn -6 2023-24 | Each | 177.0 | 177.0 | 30.0 | False | None | None | False | None | False | 5310.0 | 0 | 3936800 | 152173 | None | code144 | 8 way Page no 8 item no 3.4.5 Volumn -6 2023-24 | Each | 261.0 | 261.0 | 32.0 | False | None | None | False | None | False | 8352.0 | 0 | 3936801 | 152173 | None | code145 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. a)4 modular Page no 8 of item no 3.5.3 Volumn -6 2023-24 | Each | 175.0 | 175.0 | 30.0 | False | None | None | False | None | False | 5250.0 | 0 | 3936802 | 152173 | None | code146 | 8 module Page no 8 of item no 3.5.5 Volumn -6 2023-24 | Each | 284.0 | 284.0 | 32.0 | False | None | None | False | None | False | 9088.0 | 0 | 3936803 | 152173 | None | code147 | 12 module Page no 8 of item no 3.5.6 Volumn -6 2023-24 | Each | 344.0 | 344.0 | 24.0 | False | None | None | False | None | False | 8256.0 | 0 | 3936804 | 152173 | None | code148 | Supplying and fixing regular MCCB distribution Panel confirming to IS/IEC 61439 - 3 and IK09 tested as per IS/IEC 62262 with minimum IP43 protection provided with Polyurethane (PUR) gasket, with suitable earthing system, on wall/wood board/flush mounting using required cl A , bolts, nuts, etc., with provision for fixing of suitable type capacity MCCB's as an incomer for 3 phase Double door with necessary bus bar completely wired to use on 440V 3phase 4 wire powder coated painting etc., complete with a provision for fixing of single/three phase suitable capacity MCB's as outgoings confirming to IS/IEC 60898 - 2. Page no 17 of item no 5.17.1 Volumn -6 2023-24 | Each | 10329.0 | 10329.0 | 2.0 | False | None | None | False | None | False | 20658.0 | 0 | 3936805 | 152173 | None | code149 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. a)6-32 amps SP Page no 17 of item no 5.18.1 Volumn -6 2023-24 | Each | 415.0 | 415.0 | 20.0 | False | None | None | False | None | False | 8300.0 | 0 | 3936806 | 152173 | None | code150 | 40 amps TPN Page no 17 item no 5.18.8 Volumn -6 2023-24 | Each | 3044.0 | 3044.0 | 2.0 | False | None | None | False | None | False | 6088.0 | 0 | 3936807 | 152173 | None | code151 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming latest amanment a)1sq mm Page no 5 of item no 2.3.1 Volumn -6 2023-24 | Rmtr | 19.0 | 19.0 | 4200.0 | False | None | None | False | None | False | 79800.0 | 0 | 3936808 | 152173 | None | code152 | 2.5 sq mm Page no 5 of item no 2.3.3 Volumn -6 2023-24 | Rmtr | 42.0 | 42.0 | 2000.0 | False | None | None | False | None | False | 84000.0 | 0 | 3936809 | 152173 | None | code153 | 4. sq mm Page no 5 of item no 2.3.4 Volumn -6 2023-24 | Rmtr | 63.0 | 63.0 | 300.0 | False | None | None | False | None | False | 18900.0 | 0 | 3936810 | 152173 | None | code154 | 6 sq mm Page no 5 of item no 2.3.5 Volumn -6 2023-24 | Rmtr | 92.0 | 92.0 | 300.0 | False | None | None | False | None | False | 27600.0 | 0 | 3936811 | 152173 | None | code155 | Supplying and fixing of Electronic Ballast suitable for T8 Lamp with housing made of Pre-coated steelPC, Operating voltage range from 180V to 265V. 50Hz AC power Supply flicker free warm start with over voltage protection, Inrush current protection Deactivated lamp protection End of Lamp life protection with PF 0.95 & TC deg C 65 deg C. Operating voltage range from 180V to 265V, 50Hz AC power Supply. Page no 50 of Item no 12.22.2 Volumn -6 2023-24 | Each | 535.0 | 535.0 | 20.0 | False | None | None | False | None | False | 10700.0 | 0 | 3936812 | 152173 | None | code156 | Fixing all types and all capacities of fluorescent / false ceiling / spot light / CFL / LED fittings indoor on the wall / ceiling / rafters / girders using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps. Page 56 of Item no 13.7.1 Volumn -6 2023-24 | Each | 122.0 | 122.0 | 50.0 | False | None | None | False | None | False | 6100.0 | 0 | 3936813 | 152173 | None | code157 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. a)16 amps one way switch Page no 9 Item no 3.6.7 | Each | 180.0 | 180.0 | 30.0 | False | None | None | False | None | False | 5400.0 | 0 | 3936814 | 152173 | None | code158 | 6/16A univarsal socket Page no 9 Item no 3.6.10 | Each | 236.0 | 236.0 | 24.0 | False | None | None | False | None | False | 5664.0 | 0 | 3936815 | 152173 | None | code159 | 400 watts dimmer Page no 9 Item no 3.6.5 | Each | 276.0 | 276.0 | 20.0 | False | None | None | False | None | False | 5520.0 | 0 | 3936816 | 152173 | None | code160 | Supply of round/square recess/surface mounted rolling type LED Down light with .W GU 10 LED Lamp Rib Fabricated from diecast aluminium with white powder coated prewired to mains connector & has swivelling unit of aluminium die cast eye ball & LED Lamp position retained by circular wire spring, 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. 2years Warranty against any manufacturing defect working under standard electrical condition. Page no 44 item no 11.5.2 Volumn -6 2023-24 | Each | 885.0 | 885.0 | 40.0 | False | None | None | False | None | False | 35400.0 | 0 | 3936817 | 152173 | None | code161 | Supplying exhaust fan of 1440 RPM of 300mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply. Page no 30 item no 6.2.1 Volumn -6 2023-24 | Each | 2969.0 | 2969.0 | 7.0 | False | None | None | False | None | False | 20783.0 | 0 | 3936818 | 152173 | None | code162 | Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 amps. ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire. Page no 57 item no 13.14 Volumn -6 2023-24 | Each | 492.0 | 492.0 | 8.0 | False | None | None | False | None | False | 3936.0 | 0 | 3936819 | 152173 | None | code163 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system. Page no 30 of item 6.3.1 Volumn -6 2023-24 | Each | 2984.0 | 2984.0 | 20.0 | False | None | None | False | None | False | 59680.0 | 0 | 3936820 | 152173 | None | code164 | Supplying of on load change over switches 4 poles, AC-23A Duty, 415V, 50Hz, AC Supply. With all accessoris (Smenclosure sheet metal Excution ) Page no 15 of item no 5.12.1 Volumn -6 2023-24 | Each | 6881.0 | 6881.0 | 2.0 | False | None | None | False | None | False | 13762.0 | 0 | 3936821 | 152173 | None | code165 | Supplying ......... amps rated 3phase with neutral bus bar using required capacity electrolytic aluminum strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. Page no 20 item no 5.40.2 Volumn -6 2023-24 | Rmtr | 3435.0 | 3435.0 | 6.0 | False | None | None | False | None | False | 20610.0 | 0 | 3936822 | 152173 | None | code166 | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 220v A.C. 50 Hz 12/24v D.C. page no 19 item no 5.38 Volumn -6 2023-24 | Each | 515.0 | 515.0 | 6.0 | False | None | None | False | None | False | 3090.0 | 0 | 3936823 | 152173 | None | code167 | Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved clourd etc complete. Page no 20 of item no 5.42.3 Volumn -6 2023-24 | Sqm | 0.38 | 0.38 | 226388.0 | False | None | None | False | None | False | 86027.44 | 0 | 3936824 | 152173 | None | code168 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. Page no 17 item no 5.15.9 Volumn -6 2023-24 | Each | 8487.0 | 8487.0 | 2.0 | False | None | None | False | None | False | 16974.0 | 0 | 3936825 | 152173 | None | code169 | Supplying of multi function digital meter with three line back light LCD type display for voltage, Current, frequency, Power, power factor, KVA, KWH,KVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5s accuracy. page no 19 of item no 5.33 Volumn -6 2023-24 | Each | 9315.0 | 9315.0 | 2.0 | False | None | None | False | None | False | 18630.0 | 0 | 3936826 | 152173 | None | code170 | Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. PG.NO 164 ITM.NO 45 , VOLUME-5 KPWD 2021-22 | Job | 3750.0 | 3750.0 | 4.0 | False | None | None | False | None | False | 15000.0 | 0 | 3936827 | 152173 | None | code171 | LT UG cable 3.5 core 35 sq mm | Rmtr | 315.0 | 315.0 | 50.0 | False | None | None | False | None | False | 15750.0 | 0 | 3936828 | 152173 | None | code172 | Unitized T22 Table with ERU with pedastal
1800wX750dX750h (godrej make) | Nos | 29727.0 | 29727.0 | 3.0 | False | None | None | False | None | False | 89181.0 | 0 | 3936829 | 152173 | None | code173 | Pulse High Back Chair (godrej make) | Nos | 11802.0 | 11802.0 | 5.0 | False | None | None | False | None | False | 59010.0 | 0 | 3936830 | 152173 | None | code174 | Unitized T20 Table without pedastal
1200wX600dX750h (godrej make) | Nos | 12210.0 | 12210.0 | 10.0 | False | None | None | False | None | False | 122100.0 | 0 | 3936831 | 152173 | None | code175 | Oxbo Mid Back Chair (godrej make) | Nos | 7501.0 | 7501.0 | 25.0 | False | None | None | False | None | False | 187525.0 | 0 | 3936832 | 152173 | None | code176 | Unitized T20 Table with pedastal
1200wX600dX750h (godrej make) | Nos | 22700.0 | 22700.0 | 8.0 | False | None | None | False | None | False | 181600.0 | 0 | 3936833 | 152173 | None | code177 | Mingle Unitized PLT 10 Seater ST (3000X1150X740) with Oxbo mid back Chair (godrej make) | Nos | 58427.0 | 58427.0 | 1.0 | False | None | None | False | None | False | 58427.0 | 0 | 3936834 | 152173 | None | code178 | Solted Angle Racks | Nos | 8900.0 | 8900.0 | 7.0 | False | None | None | False | None | False | 62300.0 | 0 | 3936835 | 152173 | None | code179 | Storwel Plain (1981h X916wX 486d) | Nos | 23221.0 | 23221.0 | 6.0 | False | None | None | False | None | False | 139326.0 | 0 | 3936836 | 152173 | None | code180 | Travers 3 Seater with 2 arms | Nos | 28300.0 | 28300.0 | 4.0 | False | None | None | False | None | False | 113200.0 | 0 | 3936837 | 152173 | None | code181 | Transportation Charges | LS | 16000.0 | 16000.0 | 1.0 | False | None | None | False | None | False | 16000.0 | 0 |
| 1725624970000 | 0 | None | None | Other Works | Package 2)Construction of Ramp in government offices for the welfare of the disabled in Afzalpur town and for the construction of the compound wall and kitchen hall of the school for blind children | 1792379.29 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3936838 | 152174 | None | code01 | Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/Soft rock & 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 Ordinary/Soft rock upto 300 mm depth | Cum | 380.1 | 380.1 | 5.0 | False | None | None | False | None | False | 1900.5 | 0 | 3936839 | 152174 | None | code02 | Earth work excavation for foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work.Depth exceeding 1.5m, but not exceeding 3 m | Cum | 654.15 | 654.15 | 36.82 | False | None | None | False | None | False | 24085.803 | 0 | 3936840 | 152174 | None | code03 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 9.186 | False | None | None | False | None | False | 59964.8301 | 0 | 3936841 | 152174 | None | code04 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) | Cum | 7309.57 | 7309.57 | 3.4679 | False | None | None | False | None | False | 25348.857803 | 0 | 3936842 | 152174 | None | code05 | Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6515.25 | 6515.25 | 4.6512 | False | None | None | False | None | False | 30303.7308 | 0 | 3936843 | 152174 | None | code06 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.45 | 6708.45 | 5.0184 | False | None | None | False | None | False | 33665.68548 | 0 | 3936844 | 152174 | None | code07 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.3.2 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 11566.8 | 11566.8 | 1.0211 | False | None | None | False | None | False | 11810.85948 | 0 | 3936845 | 152174 | None | code08 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.3.2 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10206.0 | 10206.0 | 0.8914 | False | None | None | False | None | False | 9097.6284 | 0 | 3936846 | 152174 | None | code09 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. | Sqm | 267.75 | 267.75 | 7.68 | False | None | None | False | None | False | 2056.32 | 0 | 3936847 | 152174 | None | code10 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 279.3 | 279.3 | 32.196 | False | None | None | False | None | False | 8992.3428 | 0 | 3936848 | 152174 | None | code11 | 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. | Cum | 497.7 | 497.7 | 7.9728 | False | None | None | False | None | False | 3968.06256 | 0 | 3936849 | 152174 | None | code12 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth 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. | Sqm | 8376.9 | 8376.9 | 11.3468 | False | None | None | False | None | False | 95051.00892 | 0 | 3936850 | 152174 | None | code13 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M20 Design Mix Using 20 mm ominal size graded crushed coarse aggregates | Cum | 11138.4 | 11138.4 | 0.0517 | False | None | None | False | None | False | 575.85528 | 0 | 3936851 | 152174 | None | code14 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super lasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 11138.4 | 11138.4 | 0.207 | False | None | None | False | None | False | 2305.6488 | 0 | 3936852 | 152174 | None | code15 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, uring and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10094.17 | 10094.17 | 0.27 | False | None | None | False | None | False | 2725.4259 | 0 | 3936853 | 152174 | None | code16 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super lasticisers 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, uring and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M20 Design Mix Using 20 mm ominal size graded crushed coarse aggregates | Cum | 11138.4 | 11138.4 | 0.8914 | False | None | None | False | None | False | 9928.76976 | 0 | 3936854 | 152174 | None | code17 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super lasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10442.25 | 10442.25 | 1.7671 | False | None | None | False | None | False | 18452.499975 | 0 | 3936855 | 152174 | None | code18 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10442.25 | 10442.25 | 45.522 | False | None | None | False | None | False | 475352.1045 | 0 | 3936856 | 152174 | None | code19 | Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per pecification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. | Sqm | 857.85 | 857.85 | 9.0 | False | None | None | False | None | False | 7720.65 | 0 | 3936857 | 152174 | None | code20 | Providing Honne 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. | Cum | 144977.7 | 144977.7 | 0.18 | False | None | None | False | None | False | 26095.986 | 0 | 3936858 | 152174 | None | code21 | Providing and fixing in position fully panelled Honne 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 ) | Sqm | 7816.2 | 7816.2 | 2.52 | False | None | None | False | None | False | 19696.824 | 0 | 3936859 | 152174 | None | code22 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. | Kg | 192.15 | 192.15 | 85.05 | False | None | None | False | None | False | 16342.3575 | 0 | 3936860 | 152174 | None | code23 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile hrough-out the window frame The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm nd mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) | Sqm | 7070.7 | 7070.7 | 4.05 | False | None | None | False | None | False | 28636.335 | 0 | 3936861 | 152174 | None | code24 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement ortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever equired smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 389.55 | 389.55 | 63.1128 | False | None | None | False | None | False | 24585.59124 | 0 | 3936862 | 152174 | None | code25 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, uring complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 253.05 | 253.05 | 41.715 | False | None | None | False | None | False | 10555.98075 | 0 | 3936863 | 152174 | None | code26 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm | Sqm | 1233.75 | 1233.75 | 9.0 | False | None | None | False | None | False | 11103.75 | 0 | 3936864 | 152174 | None | code27 | Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved
make and size including cost of materials, labour, complete as per specifications. | Sqm | 1461.6 | 1461.6 | 1.7999 | False | None | None | False | None | False | 2630.73384 | 0 | 3936865 | 152174 | None | code28 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per pecifications and as per directions of Engineer in charge. | Sqm | 105.0 | 105.0 | 41.715 | False | None | None | False | None | False | 4380.075 | 0 | 3936866 | 152174 | None | code29 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per pecifications and as per directions of Engineer-in-charge. | Sqm | 133.35 | 133.35 | 41.715 | False | None | None | False | None | False | 5562.69525 | 0 | 3936867 | 152174 | None | code30 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 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 move all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 186.9 | 186.9 | 63.1128 | False | None | None | False | None | False | 11795.78232 | 0 | 3936868 | 152174 | None | code31 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter ncluding preparing the surface even and sand paper smooth, cost of materials, labour complete as per pecifications and as per directions of Engineer-in-charge. | Sqm | 120.75 | 120.75 | 20.25 | False | None | None | False | None | False | 2445.1875 | 0 | 3936869 | 152174 | None | code32 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure Superstructure complete as per Drawing and Technical Specifications. | Tonne | 82961.55 | 82961.55 | 1.0411 | False | None | None | False | None | False | 86371.269705 | 0 | 3936870 | 152174 | None | code33 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. G.I. pipes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the ngineerin- Charge.) | Kg | 192.15 | 192.15 | 1927.8 | False | None | None | False | None | False | 370426.77 | 0 | 3936871 | 152174 | None | code34 | For Kitchen Platform Works | Each | 20000.0 | 20000.0 | 1.0 | False | None | None | False | None | False | 20000.0 | 0 | 3936872 | 152174 | None | code35 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 10.755 | False | None | None | False | None | False | 1151.8605 | 0 | 3936873 | 152174 | None | code36 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 279.3 | 279.3 | 5.3775 | False | None | None | False | None | False | 1501.93575 | 0 | 3936874 | 152174 | None | code37 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 2.223 | False | None | None | False | None | False | 13979.22435 | 0 | 3936875 | 152174 | None | code38 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6955.29 | 6955.29 | 6.8994 | False | None | None | False | None | False | 47987.327826 | 0 | 3936876 | 152174 | None | code39 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification | Tonne | 77398.65 | 77398.65 | 0.4264 | False | None | None | False | None | False | 33002.78436 | 0 | 3936877 | 152174 | None | code40 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. | Sqm | 1375.5 | 1375.5 | 93.6 | False | None | None | False | None | False | 128746.8 | 0 | 3936878 | 152174 | None | code41 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 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-charge.. | Sqm | 349.65 | 349.65 | 99.0 | False | None | None | False | None | False | 34615.35 | 0 | 3936879 | 152174 | None | code42 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6724.2 | 6724.2 | 1.32 | False | None | None | False | None | False | 8875.944 | 0 | 3936880 | 152174 | None | code43 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 143.85 | 143.85 | 99.0 | False | None | None | False | None | False | 14241.15 | 0 | 3936881 | 152174 | None | code44 | Providing 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.. | Kg | 142.8 | 142.8 | 296.1 | False | None | None | False | None | False | 42283.08 | 0 | 3936882 | 152174 | None | code45 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/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. | Sqm | 145.95 | 145.95 | 14.1 | False | None | None | False | None | False | 2057.895 | 0 |
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