| 1708586156000 | 1 | None | None | Buildings | PROPOSED CONSTRUCTION OF VALMIKI BHAVAN AND CONSTRUCTION OF MEDHAGALLI MALLAMMA BHAVAN AT SHORAPUR TOWN DIST.YADGIRI | 7205495.96 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2751694 | 87646 | None | Code01 | 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.17 Item No. 2.5.2 KPWD. Volumn -1 DSR 2021-23 | Cum | 7253.58 | 7253.58 | 11.6616 | False | None | None | False | None | False | 84588.348528 | 0 | | 2751695 | 87646 | None | Code02 | 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.17 Item No. 2.5.2 KPWD. Volumn -1 DSR 2021-24 | Cum | 7253.58 | 7253.58 | 4.8766 | False | None | None | False | None | False | 35372.808228 | 0 | | 2751696 | 87646 | None | Code03 | 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.17 Item No. 2.5.2 KPWD. Volumn -1 DSR 2021-25 | Cum | 7253.58 | 7253.58 | 13.5364 | False | None | None | False | None | False | 98187.360312 | 0 | | 2751697 | 87646 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Page No.17 Item No. 2.5.2 KPWD. Volumn -1 DSR 2021-26 | Cum | 7253.58 | 7253.58 | 17.5928 | False | None | None | False | None | False | 127610.782224 | 0 | | 2751698 | 87646 | None | Code05 | 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.17 Item No. 2.5.2 KPWD. Volumn -1 DSR 2021-27 | Cum | 7253.58 | 7253.58 | 5.1246 | False | None | None | False | None | False | 37171.696068 | 0 | | 2751699 | 87646 | None | Code06 | 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.17 Item No. 2.5.2 KPWD. Volumn -1 DSR 2021-28 | Cum | 7253.58 | 7253.58 | 0.99 | False | None | None | False | None | False | 7181.0442 | 0 | | 2751700 | 87646 | 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.17 Item No. 2.5.2 KPWD. Volumn -1 DSR 2021-29 | Cum | 5077.51 | 5077.51 | 11.6616 | False | None | None | False | None | False | 59211.890616 | 0 | | 2751701 | 87646 | None | Code08 | 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.17 Item No. 2.5.2 KPWD. Volumn -1 DSR 2021-30 | Cum | 4352.15 | 4352.15 | 4.8766 | False | None | None | False | None | False | 21223.69469 | 0 | | 2751702 | 87646 | None | Code09 | 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.17 Item No. 2.5.2 KPWD. Volumn -1 DSR 2021-31 | Cum | 4352.15 | 4352.15 | 13.5364 | False | None | None | False | None | False | 58912.44326 | 0 | | 2751703 | 87646 | None | Code10 | ROOF SLAB CENTERING Appendix I Corrigendum-3 Additionalities for Formwork, Centering & Scaffolding Page No.2 KPWD. Sl.no 13 Volumn -1 DSR 2021-22 | Cum | 3626.79 | 3626.79 | 22.7174 | False | None | None | False | None | False | 82391.239146 | 0 | | 2751704 | 87646 | None | Code11 | CHAJJA CENTRING Appendix I Additionalities for Formwork, Centering & Scaffolding Page No.115-116 KPWD. Volumn -1 DSR 2021-22 | Cum | 3264.12 | 3264.12 | 0.99 | False | None | None | False | None | False | 3231.4788 | 0 | | 2751705 | 87646 | None | Code12 | 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 2021-22 | Cum | 8447.14 | 8447.14 | 82.379 | False | None | None | False | None | False | 695866.94606 | 0 | | 2751706 | 87646 | None | Code13 | 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 2021-22 | Sqm | 342.38 | 342.38 | 125.024 | False | None | None | False | None | False | 42805.71712 | 0 | | 2751707 | 87646 | None | Code14 | 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 2021-22 | Sqm | 408.1 | 408.1 | 637.995 | False | None | None | False | None | False | 260365.7595 | 0 | | 2751708 | 87646 | None | Code15 | 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 2021-22 | Sqm | 408.1 | 408.1 | 422.478 | False | None | None | False | None | False | 172413.2718 | 0 | | 2751709 | 87646 | None | Code16 | Providing Mathi/Nandi wood frames of doors, windows, clerestory
windows, ventilators and other frames, wrought, framed or assembled
including making plaster groves (excluding cost of cement concrete and
side clamps ), but including cost of materials, labour, usage charges
complete as per specifications. | Cum | 131654.12 | 131654.12 | 0.4163 | False | None | None | False | None | False | 54807.610156 | 0 | | 2751710 | 87646 | None | Code17 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. ( SR-2021-22, Vol-ii, Page no: 106, I.No- 12.57.2) do- 30 mm thick one side teak and one side commercial | Sqm | 3702.58 | 3702.58 | 13.041 | False | None | None | False | None | False | 48285.34578 | 0 | | 2751711 | 87646 | None | Code18 | 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.105 Item no. 12.51 KPWD. Volumn -2 DSR 2021-22 | No | 1076.96 | 1076.96 | 5.0 | False | None | None | False | None | False | 5384.8 | 0 | | 2751712 | 87646 | None | Code19 | Providing Mathi/Nandi wood frames of doors, windows, clerestory
windows, ventilators and other frames, wrought, framed or assembled
including making plaster groves (excluding cost of cement concrete and
side clamps ), but including cost of materials, labour, usage charges
complete as per specifications. | Sqm | 131654.12 | 131654.12 | 1.64 | False | None | None | False | None | False | 215912.7568 | 0 | | 2751713 | 87646 | None | Code20 | Providing and fixing in position Mathi/Nandi wood fully panelled shutters
for windows with stiles and rails of 35mm. thick, 75mm wide in two
halves with panels of 25mm thick including cost of materials, labour
charges, usage charges complete as per specifications. (excluding
cost of fixtures) | Sqm | 7433.78 | 7433.78 | 35.1 | False | None | None | False | None | False | 260925.678 | 0 | | 2751714 | 87646 | None | Code21 | 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. 85 Item no. 11.34A KPWD. Volumn -2 DSR 2021-22 | Kg | 178.08 | 178.08 | 627.975 | False | None | None | False | None | False | 111829.788 | 0 | | 2751715 | 87646 | None | Code22 | 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. 75 Item no. 11.3 KPWD. Volumn -2 DSR 2021-22 | Sqm | 8772.56 | 8772.56 | 4.32 | False | None | None | False | None | False | 37897.4592 | 0 | | 2751716 | 87646 | None | Code23 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Page No. 81 Item no. 11.16.2 KPWD. Volumn -2 DSR 2021-22 | Kg | 155.82 | 155.82 | 7439.817 | False | None | None | False | None | False | 1159272.28494 | 0 | | 2751717 | 87646 | None | Code24 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should
have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required Page No. 26 Item no. 7.38 KPWD. Volumn -2 DSR 2021-22 | Sqm | 602.08 | 602.08 | 510.818 | False | None | None | False | None | False | 307553.30144 | 0 | | 2751718 | 87646 | None | Code25 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge. Page No.82 Item no.11.26.1 KPWD. Volumn -2 DSR 2021-22 | Kg | 146.28 | 146.28 | 119.07 | False | None | None | False | None | False | 17417.5596 | 0 | | 2751719 | 87646 | None | Code26 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge. Page No.82 Item no.11.26.1 KPWD. Volumn -2 DSR 2021-22 | Kg | 146.28 | 146.28 | 162.0 | False | None | None | False | None | False | 23697.36 | 0 | | 2751720 | 87646 | None | Code27 | 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 2021-22 | Sqm | 53.0 | 53.0 | 504.562 | False | None | None | False | None | False | 26741.786 | 0 | | 2751721 | 87646 | None | Code28 | 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 2021-22 | Sqm | 147.34 | 147.34 | 504.562 | False | None | None | False | None | False | 74342.16508 | 0 | | 2751722 | 87646 | None | Code29 | 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 2021-22 | Sqm | 146.28 | 146.28 | 19.8 | False | None | None | False | None | False | 2896.344 | 0 | | 2751723 | 87646 | None | Code30 | 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 2021-22 | Sqm | 165.36 | 165.36 | 637.995 | False | None | None | False | None | False | 105498.8532 | 0 | | 2751724 | 87646 | None | Code31 | 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 2021-22 | Sqm | 165.36 | 165.36 | 125.024 | False | None | None | False | None | False | 20673.96864 | 0 | | 2751725 | 87646 | None | Code32 | 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 2021-22 | Sqm | 188.68 | 188.68 | 422.478 | False | None | None | False | None | False | 79713.14904 | 0 | | 2751726 | 87646 | None | Code33 | 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.84 Item no. 11.32 KPWD. Volumn -2 DSR 2021-22 | Kg | 94824.42 | 94824.42 | 9.1078 | False | None | None | False | None | False | 863641.852476 | 0 | | 2751727 | 87646 | None | Code34 | 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 2021-22 | Cum | 8526.83 | 8526.83 | 23.2858 | False | None | None | False | None | False | 198554.058014 | 0 | | 2751728 | 87646 | None | Code35 | KProviding 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 2021-22 | Sqm | 411.95 | 411.95 | 177.4375 | False | None | None | False | None | False | 73095.378125 | 0 | | 2751729 | 87646 | None | Code36 | 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 2021-22 | Sqm | 190.46 | 190.46 | 177.4375 | False | None | None | False | None | False | 33794.74625 | 0 | | 2751730 | 87646 | None | Code37 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, trutting, 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 & other appurtenances required to complete the work. PWD SR 2021-22 V -1 Item No. 1.1 Page No. 05 | Cum | 99.75 | 99.75 | 15.0 | False | None | None | False | None | False | 1496.25 | 0 | | 2751731 | 87646 | None | Code38 | 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.Depth exceeding 1.5m, but not exceeding 3 m PWD SR 2021-22 V -1 Item No. 1.5.2 Page No. 06 | Cum | 667.8 | 667.8 | 84.14 | False | None | None | False | None | False | 56188.692 | 0 | | 2751732 | 87646 | None | Code39 | 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 PWD SR 2021-22 V -1 Item No. 2.1.3 Page No. 15 | Cum | 6288.45 | 6288.45 | 5.3003 | False | None | None | False | None | False | 33330.671535 | 0 | | 2751733 | 87646 | None | Code40 | 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR 2021-22 V -1 Item No. 2.3.1 Page No. 16 | Cum | 6639.15 | 6639.15 | 10.692 | False | None | None | False | None | False | 70985.7918 | 0 | | 2751734 | 87646 | None | Code41 | Appendix I Additionalities for 8% Formwork
Page No-115 Vol-1(Sl No-2) | Cum | 531.14 | 531.14 | 10.692 | False | None | None | False | None | False | 5678.94888 | 0 | | 2751735 | 87646 | None | Code42 | 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 PWD SR 2021-22 V -1 Item No. 2.3.2 Page No. 16 | Cum | 6804.0 | 6804.0 | 4.35 | False | None | None | False | None | False | 29597.4 | 0 | | 2751736 | 87646 | None | Code43 | Appendix I Additionalities for 70% Formwork Page No-115 Vol-1(Sl No-2) | Cum | 4762.8 | 4762.8 | 4.35 | False | None | None | False | None | False | 20718.18 | 0 | | 2751737 | 87646 | None | Code44 | 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 PWD SR 2021-22 V -1 Item No. 2.3.2 Page No. 16 | Cum | 6804.0 | 6804.0 | 4.7348 | False | None | None | False | None | False | 32215.5792 | 0 | | 2751738 | 87646 | None | Code45 | Appendix I Additionalities for 50% Formwork Page No-115 Vol-1(Sl No-8) | Cum | 3402.0 | 3402.0 | 4.7348 | False | None | None | False | None | False | 16107.7896 | 0 | | 2751739 | 87646 | None | Code46 | Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) PWD SR 2021-22 V -II Item No. 5.3 Page No. 9 | Cum | 6515.25 | 6515.25 | 13.452 | False | None | None | False | None | False | 87643.143 | 0 | | 2751740 | 87646 | None | Code47 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) PWD SR 2021-22 V -II Item No. 5.4 Page No. 9 | Cum | 6708.45 | 6708.45 | 10.041 | False | None | None | False | None | False | 67359.54645 | 0 | | 2751741 | 87646 | None | Code48 | 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. PWD SR 2021-22 V -II Item No. 8.19.1 Page No. 44 | Sqm | 267.75 | 267.75 | 24.0 | False | None | None | False | None | False | 6426.0 | 0 | | 2751742 | 87646 | None | Code49 | 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. PWD SR 2021-22 V -I Item No. 1.9 Page No. 7 | Cum | 279.3 | 279.3 | 142.8713 | False | None | None | False | None | False | 39903.95409 | 0 | | 2751743 | 87646 | None | Code50 | 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. PWD SR 2021-22 V -II Item No. 6.32 Page No. 17 | Sqm | 1375.5 | 1375.5 | 92.01 | False | None | None | False | None | False | 126559.755 | 0 | | 2751744 | 87646 | None | Code51 | 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 PWD SR 2021-22 V -I Item No. 2.5.1 Page No. 17 | Cum | 6961.5 | 6961.5 | 0.06 | False | None | None | False | None | False | 417.69 | 0 | | 2751745 | 87646 | None | Code52 | 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 PWD SR 2021-22 V -I Item No. 2.5.1 Page No. 17 | Cum | 6961.5 | 6961.5 | 5.88 | False | None | None | False | None | False | 40933.62 | 0 | | 2751746 | 87646 | None | Code53 | Appendix I Additionalities for 60% Formwork Page No-115 Vol-1(Sl No-4) | Cum | 4176.9 | 4176.9 | 5.88 | False | None | None | False | None | False | 24560.172 | 0 | | 2751747 | 87646 | None | Code54 | 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 PWD SR 2021-22 V -I Item No. 2.5.1 Page No. 17 | Cum | 6961.5 | 6961.5 | 0.144 | False | None | None | False | None | False | 1002.456 | 0 | | 2751748 | 87646 | None | Code55 | Appendix I Additionalities for 45% Formwork Page No-115 Vol-1(Sl No-11) | Cum | 3132.68 | 3132.68 | 0.144 | False | None | None | False | None | False | 451.10592 | 0 | | 2751749 | 87646 | None | Code56 | 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 PWD SR 2021-22 V -I Item No. 2.5.1 Page No. 17 | Cum | 6961.5 | 6961.5 | 4.9478 | False | None | None | False | None | False | 34444.1097 | 0 | | 2751750 | 87646 | None | Code57 | Appendix I Additionalities for 60% Formwork Page No-115 Vol-1(Sl No-4) | Cum | 4176.9 | 4176.9 | 4.9478 | False | None | None | False | None | False | 20666.46582 | 0 | | 2751751 | 87646 | None | Code58 | 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 PWD SR 2021-22 V -I Item No. 2.5.1 Page No. 17 | Cum | 6961.5 | 6961.5 | 14.9994 | False | None | None | False | None | False | 104418.3231 | 0 | | 2751752 | 87646 | None | Code59 | Appendix I Additionalities for 50% Formwork Page No-115 Vol-1(Sl No-5) | Cum | 3480.75 | 3480.75 | 14.9994 | False | None | None | False | None | False | 52209.16155 | 0 | | 2751753 | 87646 | None | Code60 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. PWD SR 2021-22 V -II Item No. 8.1.2 Page No. 41 | Sqm | 253.05 | 253.05 | 119.995 | False | None | None | False | None | False | 30364.73475 | 0 | | 2751754 | 87646 | None | Code61 | Providing Mathi/Nandi wood frames of doors, windows, clerestory
windows, ventilators and other frames, wrought, framed or assembled
including making plaster groves (excluding cost of cement concrete and
side clamps ), but including cost of materials, labour, usage charges
complete as per specifications. PWD SR 2021-22 V -II Item No. 12.12 Page No. 100 | Cum | 130412.1 | 130412.1 | 0.3095 | False | None | None | False | None | False | 40362.54495 | 0 | | 2751755 | 87646 | None | Code62 | Providing and fixing in position Mathi/Nandi wood fully panelled shutters
for windows with stiles and rails of 35mm. thick, 75mm wide in two
halves with panels of 25mm thick including cost of materials, labour
charges, usage charges complete as per specifications. (excluding
cost of fixtures) PWD SR 2021-22 V -II Item No. 12.24 Page No. 101 | Cum | 7363.65 | 7363.65 | 7.95 | False | None | None | False | None | False | 58541.0175 | 0 | | 2751756 | 87646 | None | Code63 | 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. PWD SR 2021-22 V -II Item No. 11.34 B Page No. 85 | Kg | 192.15 | 192.15 | 100.8 | False | None | None | False | None | False | 19368.72 | 0 | | 2751757 | 87646 | None | Code64 | 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. PWD SR 2021-22 V -II Item No. 8.8 Page No. 42 | Sqm | 389.55 | 389.55 | 136.05 | False | None | None | False | None | False | 52998.2775 | 0 | | 2751758 | 87646 | None | Code65 | 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. PWD SR 2021-22 V -II Item No. 8.1.2 Page No. 41 | Sqm | 253.05 | 253.05 | 112.05 | False | None | None | False | None | False | 28354.2525 | 0 | | 2751759 | 87646 | None | Code66 | Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. Page No.64 Item no.9.34 KPWD. Volumn -2 DSR 2021-22 PWD SR 2021-22 V -II Item No. 9.34 Page No. 64 | Sqm | 1622.25 | 1622.25 | 106.533 | False | None | None | False | None | False | 172823.15925 | 0 | | 2751760 | 87646 | None | Code67 | 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. PWD SR 2021-22 V -II Item No. 8.39 Page No. 48 | Sqm | 133.35 | 133.35 | 112.05 | False | None | None | False | None | False | 14941.8675 | 0 | | 2751761 | 87646 | None | Code68 | Finishing walls with 100% Premium acrylic emulsion paint having VOCless 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. PWD SR 2021-22 V -II Item No.8.31 Page No. 46 | Sqm | 186.9 | 186.9 | 136.05 | False | None | None | False | None | False | 25427.745 | 0 | | 2751762 | 87646 | None | Code69 | Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour complete as per specifications and as per directions of Engineerin-
charge. PWD SR 2021-22 V -II Item No.8.21 Page No. 44 | Sqm | 27.3 | 27.3 | 136.05 | False | None | None | False | None | False | 3714.165 | 0 | | 2751763 | 87646 | None | Code70 | 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. PWD SR 2021-22 V -II Item No.8.40 Page No. 48 | Sqm | 120.75 | 120.75 | 24.0 | False | None | None | False | None | False | 2898.0 | 0 | | 2751764 | 87646 | None | Code71 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure Superstructure complete as per Drawing and Technical Specifications. PWD SR 2021-22 V -III Item No.9.3 Page No. 71 | Tonne | 93929.85 | 93929.85 | 3.9808 | False | None | None | False | None | False | 373915.94688 | 0 |
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