| 3332467 | 116797 | Volume -1-Common SR- Chapter - I- Earth Work | 1.14.1 | In all kinds of soils Depth upto 3 m | Cum | 73.0 | 75.19 | 31.05 | False | None | None | False | None | False | 2334.6495 | 0 |
| 3332469 | 116797 | Volume-2-For Buildings Chapter-21-Conservation of Heritage Buildings | 21.10 | Providing ruled pointing to cursed stone masonry with lime mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost all materials, labour, usage charges of machinery, curing complete as pre specification. | Sqm | 238.0 | 245.14 | 12.77 | False | None | None | False | None | False | 3130.4378 | 0 |
| 3332470 | 116797 | Volume -1-Common SR- Chapter - I- Earth Work | 1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 204.0 | 210.12 | 65.725 | False | None | None | False | None | False | 13810.137 | 0 |
| 3332473 | 116797 | Volume-2-For Buildings Chapter-8-Finishing | 8.54.2 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. | Sqm | 79.0 | 81.37 | 176.33 | False | None | None | False | None | False | 14347.9721 | 0 |
| 3332474 | 116797 | Volume-2-For Buildings Chapter-8-Finishing | 8.55.2 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre as per specifications and as per directions of Engineer in charge. | Sqm | 40.0 | 41.2 | 176.33 | False | None | None | False | None | False | 7264.796 | 0 |
| 3332476 | 116797 | Volume-2-For Buildings Chapter-8-Finishing | 8.3 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 Sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 Sqm) 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. | Sqm | 136.0 | 140.08 | 151.9 | False | None | None | False | None | False | 21278.152 | 0 |
| 3332479 | 116797 | Volume-2-For Buildings Chapter-12-Wood & PVC Works | 12.85 | 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 having overall 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 x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) | Sqm | 4870.0 | 5016.1 | 1.44 | False | None | None | False | None | False | 7223.184 | 0 |
| 3332480 | 116797 | Volume-2-For Buildings Chapter-12-Wood & PVC Works | 12.90 | 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 through-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 and 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&Ps shall not be made) | Sqm | 7240.0 | 7457.2 | 7.2 | False | None | None | False | None | False | 53691.84 | 0 |
| 3332482 | 116797 | Volume-2-For Buildings Chapter-12-Wood & PVC Works | 12.12 | 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 | 75344.0 | 77604.32 | 0.0775 | False | None | None | False | None | False | 6014.3348 | 0 |
| 3332485 | 116797 | Volume-2-For Buildings Chapter-12-Wood & PVC Works | 12.15 | Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) | Sqm | 4556.0 | 4692.68 | 1.853 | False | None | None | False | None | False | 8695.53604 | 0 |
| 3332486 | 116797 | Volume-2-For Buildings Chapter-14-Sanitary Installations | 14.1.1 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | each | 4246.0 | 4373.38 | 1.0 | False | None | None | False | None | False | 4373.38 | 0 |
| 3332488 | 116797 | Volume-2-For Buildings Chapter-14-Sanitary Installations | 14.2.1 | W.C. pan with ISI marked white solid plastic seat and lid | each | 4026.0 | 4146.78 | 1.0 | False | None | None | False | None | False | 4146.78 | 0 |
| 3332491 | 116797 | Volume-2-For Buildings Chapter-14-Sanitary Installations | 14.7.1 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | each | 2529.0 | 2604.87 | 1.0 | False | None | None | False | None | False | 2604.87 | 0 |
| 3332492 | 116797 | Volume-2-For Buildings Chapter-14-Sanitary Installations | 14.31 | 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. | each | 971.0 | 1000.13 | 1.0 | False | None | None | False | None | False | 1000.13 | 0 |
| 3332495 | 116797 | Volume-2-For Buildings Chapter-11-Steel and Aluminium Work | 11.28 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | kg | 500.0 | 515.0 | 36.0 | False | None | None | False | None | False | 18540.0 | 0 |
| 3332466 | 116797 | None | PWD SR Page No. 15 Item No.2.1.3 IR:20-10-2023 | 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 and down size graded crushed coarse aggregates | Cum | 5611.44 | 5611.44 | 6.6 | False | None | None | False | None | False | 37035.504 | 0 |
| 3332468 | 116797 | None | Common SR Vol-1 Page No. 15 Item No:2.1.4 IR 20-10 | 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 & rmwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 5790.66 | 5790.66 | 0.624 | False | None | None | False | None | False | 3613.37184 | 0 |
| 3332471 | 116797 | None | Gen SR Vol-2 Page No.9 Item No 5.4 IR:20-10-2023 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5474.45 | 5474.45 | 15.18 | False | None | None | False | None | False | 83102.151 | 0 |
| 3332472 | 116797 | None | Gen SR Vol -1 Page No.15 Item No. 2.2.1.1 IR:20-10 | 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6141.55 | 6141.55 | 6.98 | False | None | None | False | None | False | 42868.019 | 0 |
| 3332475 | 116797 | None | Gen SR Vol -1 Page No.17 Item No. 2.4.2 IR:20-10-2 | 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, Column Below GL | Cum | 10180.31 | 10180.31 | 0.31 | False | None | None | False | None | False | 3155.8961 | 0 |
| 3332477 | 116797 | None | Gen SR Vol -1 Page No.15 Item No. 2.2.1.1 IR:20-10 | 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, For Plinth Beam | Cum | 8944.01 | 8944.01 | 1.96 | False | None | None | False | None | False | 17530.2596 | 0 |
| 3332478 | 116797 | None | Gen SR Vol-2 Page No.13 Item No 6.6 IR:20-10-2023 | Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With 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. | Cum | 9815.9 | 9815.9 | 25.5834 | False | None | None | False | None | False | 251124.09606 | 0 |
| 3332481 | 116797 | None | Common SR Vol-2 Page No.14 Item No 6.14 & IR Dtd:2 | 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. | Cum | 913.61 | 913.61 | 31.21 | False | None | None | False | None | False | 28513.7681 | 0 |
| 3332483 | 116797 | None | Gen SR Vol -1 Page No.17 Item No. 2.5.1 IR:20-10-2 | 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Column Above GL | Cum | 10555.03 | 10555.03 | 2.97 | False | None | None | False | None | False | 31348.4391 | 0 |
| 3332484 | 116797 | None | Gen SR Vol -1 Page No.17 Item No. 2.5.1 IR:20-10-2 | 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Lintel, Chejja, Beams | Cum | 9934.14 | 9934.14 | 5.73 | False | None | None | False | None | False | 56922.6222 | 0 |
| 3332487 | 116797 | None | Gen SR Vol -1 Page No.17 Item No. 2.5.1 IR:20-10-2 | 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Slab | Cum | 9313.26 | 9313.26 | 7.39 | False | None | None | False | None | False | 68824.9914 | 0 |
| 3332489 | 116797 | None | Common SR Vol-2 Page No.84 SI No 11.32 & IR Dtd:04 | Providing Thermo-Mechanically Treated bars of grade Fe-550 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) | Tonne | 92.7 | 92.7 | 2056.84 | False | None | None | False | None | False | 190669.068 | 0 |
| 3332490 | 116797 | None | Common SR Vol-2 Page No.41 Item No 8.2.2 & IR Dtd: | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 234.84 | 234.84 | 331.69 | False | None | None | False | None | False | 77894.0796 | 0 |
| 3332493 | 116797 | None | Gen SR Vol II Page No.60 Item No. 9.12.4 Issue rat | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all coloursand shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete Size of Tile 1000x1000 mm | Sqm | 1810.74 | 1810.74 | 44.36 | False | None | None | False | None | False | 80324.4264 | 0 |
| 3332494 | 116797 | None | Gen SR Vol II Page No.60 Item No. 9.9 Issue rate | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/m2 including pointing the joints with white cement and matching pigment etc., complete | Sqm | 616.97 | 616.97 | 7.14 | False | None | None | False | None | False | 4405.1658 | 0 |
| 3332496 | 116797 | None | Gen SR Vol II Page No.65 Item No. 9.38 Issue rate | 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 | 999.1 | 999.1 | 25.45 | False | None | None | False | None | False | 25427.095 | 0 |
| 3332497 | 116797 | None | Gen SR Vol II Page No.85 Item No. 11.34B Issue rat | 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 | 158.62 | 158.62 | 200.0 | False | None | None | False | None | False | 31724.0 | 0 |
| 3332498 | 116797 | None | Gen SR Vol II Item No. 12.93 C & A Order D:21-04-2 | Providing & fixing factory made Single extruded Wood polymer Composite (WPC) solid door/ window, Clerestory windows and frames / Chowkhat of frames 65 X 100mm | Rmtr | 715.85 | 715.85 | 17.1 | False | None | None | False | None | False | 12241.035 | 0 |
| 3332499 | 116797 | None | Gen SR Vol II Item No. 12.96 C & A Order D:21-04- | Providing and fixing Factory made 100% Carpenter Friendly ready to use single solid palin wood polymer Composite (WPC) Flush shutter of 30mm thckness which is anti termite and having high water absorpotion property. The cost includes cost of materials, transportation, Labour, and fixing charges. | Sqm | 3582.34 | 3582.34 | 3.8 | False | None | None | False | None | False | 13612.892 | 0 |
| 3332500 | 116797 | None | Gen SR Vol II Item No. 13.34 C & A Order D:21-04- | Providing and placing on terrace (at all floor levels), polyethylene water storage tanks IS:12701 marked, with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, But without Fittings and the base support ofr tank. | Ltr | 8.24 | 8.24 | 2000.0 | False | None | None | False | None | False | 16480.0 | 0 |
| 3332501 | 116797 | None | Gen SR Vol II Item No. 13.33.3 C & A Order D:21-0 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (external work). 25mm dia | Rmtr | 307.97 | 307.97 | 30.0 | False | None | None | False | None | False | 9239.1 | 0 |
| 3332502 | 116797 | None | Gen SR Vol II Item No. 13.33.3 C & A Order D:21-0 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (external work). 20mm dia | Rmtr | 211.45 | 211.45 | 30.0 | False | None | None | False | None | False | 6343.5 | 0 |
| 3332503 | 116797 | None | V-5 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe 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: PVC pipes 110mm dia., 6 kg/sqcm & class 3 | Rmtr | 377.41 | 377.41 | 15.0 | False | None | None | False | None | False | 5661.15 | 0 |