| 3329866 | 116689 | None | CSR 23-24 Volume-1, Pg No. 8 SI. No.1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth (CSR 23-24 Volume-1, Pg No. 8/ SI. No.1.12) | Cum | 99.75 | 99.75 | 138.6 | False | None | None | False | None | False | 13825.35 | 0 |
| 3329867 | 116689 | None | CSR 23-24 Volume-1, Pg No. 8 SI. No.1.14.1 | 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 (CSR 23-24 Volume-1, Pg No. 8/ SI. No.1.14.1) | Cum | 107.1 | 107.1 | 335.76 | False | None | None | False | None | False | 35959.896 | 0 |
| 3329868 | 116689 | None | CSR 23-24 Volume-1, Pg No. 15 SI. No.2.1.3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 15/ SI. No.2.1.3) | Cum | 6288.45 | 6288.45 | 49.2 | False | None | None | False | None | False | 309391.74 | 0 |
| 3329869 | 116689 | None | CSR 23-24 Volume-2, Pg No. 9 SI. No.5.3 | Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (CSR 23-24 Volume-2, Pg No. 9/ SI. No.5.3) | Cum | 6515.25 | 6515.25 | 140.04 | False | None | None | False | None | False | 912395.61 | 0 |
| 3329870 | 116689 | None | CSR 23-24 Volume-1, Pg No. 15 SI. No.2.2.1 | Providing and laying in position Cement Concrete for all Foundation works. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 15/ SI. No.2.2.1) | Cum | 6601.35 | 6601.35 | 46.68 | False | None | None | False | None | False | 308151.018 | 0 |
| 3329871 | 116689 | None | CSR 23-24 Volume-1, Pg No. 29 SI. No.1a | Formwark for Footings Isolated @ 8% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.1a) | Cum | 528.11 | 528.11 | 46.68 | False | None | None | False | None | False | 24652.1748 | 0 |
| 3329872 | 116689 | None | CSR 23-24 Volume-1, Pg No. 16 SI. No.2.4.2 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 DesignMix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.4.2) | Cum | 6639.15 | 6639.15 | 34.08 | False | None | None | False | None | False | 226262.232 | 0 |
| 3329873 | 116689 | None | CSR 23-24 Volume-1, Pg No. 29 SI. No.7 | Formwark for Columns @ 70% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.7) | Cum | 4647.41 | 4647.41 | 11.64 | False | None | None | False | None | False | 54095.8524 | 0 |
| 3329874 | 116689 | None | CSR 23-24 Volume-1, Pg No. 29 SI. No.1a | Formwark for Plinth beams of Buildings @ 50% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.1a) | Cum | 3319.58 | 3319.58 | 22.44 | False | None | None | False | None | False | 74491.3752 | 0 |
| 3329875 | 116689 | None | CSR 23-24 Volume-1, Pg No. 7 SI. No.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. (CSR 23-24 Volume-1, Pg No. 7/ SI. No.1.9) | Cum | 279.3 | 279.3 | 507.95 | False | None | None | False | None | False | 141870.435 | 0 |
| 3329876 | 116689 | None | CSR 23-24 Volume-1, Pg No. 16 SI. No.2.5.1 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.5.1) | Cum | 6961.5 | 6961.5 | 191.04 | False | None | None | False | None | False | 1329924.96 | 0 |
| 3329877 | 116689 | None | CSR 23-24 Volume-1, Pg No. 29 SI. No.7 | Formwark for Columns @ 70% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.7) | Cum | 4873.05 | 4873.05 | 26.43 | False | None | None | False | None | False | 128794.7115 | 0 |
| 3329878 | 116689 | None | CSR 23-24 Volume-1, Pg No. 30 SI. No.12 | Formwark for Beams & Lintels of Building @ 60% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.12) | Cum | 4176.9 | 4176.9 | 50.76 | False | None | None | False | None | False | 212019.444 | 0 |
| 3329879 | 116689 | None | CSR 23-24 Volume-1, Pg No. 30 SI. No.13 | Formwark for Roof Slab of Building @ 50% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.13) | Cum | 3480.75 | 3480.75 | 111.6 | False | None | None | False | None | False | 388451.7 | 0 |
| 3329880 | 116689 | None | CSR 23-24 Volume-1, Pg No. 30 SI. No.17 | Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.17) | Cum | 3132.68 | 3132.68 | 2.27 | False | None | None | False | None | False | 7111.1836 | 0 |
| 3329881 | 116689 | None | CSR 23-24 Volume-1, Pg No. 16 SI. No.2.4.1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.4.1) | Cum | 6724.2 | 6724.2 | 81.59 | False | None | None | False | None | False | 548627.478 | 0 |
| 3329882 | 116689 | None | CSR 23-24 Volume-1, Pg No. 18 SI. No.2.11a | 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. Buildings (CSR 23-24 Volume-1, Pg No. 18/ SI. No.2.11a) | Tonne | 93929.85 | 93929.85 | 32.04 | False | None | None | False | None | False | 3009512.394 | 0 |
| 3329883 | 116689 | None | CSR 23-24 Volume-2, Pg No. 14 SI. No.6.8 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(CSR 23-24 Volume-2, Pg No. 14/ SI. No.6.8) | Cum | 8367.45 | 8367.45 | 179.74 | False | None | None | False | None | False | 1503965.463 | 0 |
| 3329884 | 116689 | None | CSR 23-24 Volume-2, Pg No. 86 SI. No.11.31 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (CSR 23-24 Volume-2, Pg No. 86/ SI. No.11.31) | Kg | 120.75 | 120.75 | 1800.0 | False | None | None | False | None | False | 217350.0 | 0 |
| 3329885 | 116689 | None | CSR 23-24 Volume-2, Pg No. 108-109 SI. No.12.84 | Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight withreinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. CSR 23-24 Volume-2, Pg No. 108-109/ SI. No.12.84) | Sqm | 5274.15 | 5274.15 | 72.0 | False | None | None | False | None | False | 379738.8 | 0 |
| 3329886 | 116689 | None | CSR 23-24 Volume-2, Pg No. 63 SI. No.9.24 | 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. (Comman SR, Volume-2, Pg No. 63/ SI. No.9.24) | Sqm | 2994.6 | 2994.6 | 760.8 | False | None | None | False | None | False | 2278291.68 | 0 |
| 3329887 | 116689 | None | CSR 23-24 Volume-2, Pg No. 41 SI. No.8.1.2 | 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. (CSR 23-24 Volume-2, Pg No. 41/ SI. No.8.1.2) | Sqm | 253.05 | 253.05 | 1491.24 | False | None | None | False | None | False | 377358.282 | 0 |
| 3329888 | 116689 | None | CSR 23-24 Volume-2, Pg No. 50 SI. No.8.51 | 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. (CSR 23-24 Volume-2, Pg No. 50/ SI. No.8.51) | Sqm | 105.0 | 105.0 | 1491.24 | False | None | None | False | None | False | 156580.2 | 0 |
| 3329889 | 116689 | None | 2023-24 CSR, Volume-2, Pg No. 42 SI. No.8.2.2 | 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 (2023-24 CSR, Volume-2, Pg No. 42/ SI. No.8.2.2) | Sqm | 292.95 | 292.95 | 1584.24 | False | None | None | False | None | False | 464103.108 | 0 |
| 3329890 | 116689 | None | CSR 23-24 Volume-2, Pg No. 44 SI. No.8.16a | Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (CSR 23-24 Volume-2, Pg No. 44/ SI. No.8.16a) | Sqm | 1299.9 | 1299.9 | 120.96 | False | None | None | False | None | False | 157235.904 | 0 |
| 3329891 | 116689 | None | CSR 23-24 Volume-2, Pg No. 26 SI. No.7.35 | Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete. (CSR 23-24 Volume-2, Pg No. 26/ SI. No.7.35) | Sqm | 308.7 | 308.7 | 120.96 | False | None | None | False | None | False | 37340.352 | 0 |
| 3329892 | 116689 | None | CSR 23-24 Volume-2, Pg No. 47 SI. No.8.33.3 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 47/ SI. No.8.33.3) | Sqm | 145.95 | 145.95 | 72.0 | False | None | None | False | None | False | 10508.4 | 0 |
| 3329893 | 116689 | None | CSR 23-24 Volume-2, Pg No. 46 SI. No.8.30 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 46/ SI. No.8.30) | Sqm | 182.7 | 182.7 | 1584.24 | False | None | None | False | None | False | 289440.648 | 0 |
| 3329894 | 116689 | None | CSR 23-24 Volume-2, Pg No. 46 SI. No.8.33.1 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) (CSR 23-24 Volume-2, Pg No. 46/ SI. No.8.33.1) | Sqm | 165.9 | 165.9 | 1491.24 | False | None | None | False | None | False | 247396.716 | 0 |
| 3329895 | 116689 | None | CSR 23-24 Volume-2, Pg No. 84 SI. No.11.26.1 | 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. (CSR 23-24 Volume-2, Pg No. 84/ SI. No.11.26.1) | Sqm | 144.9 | 144.9 | 2220.0 | False | None | None | False | None | False | 321678.0 | 0 |
| 3329896 | 116689 | None | item 1 | KKRDB Name Board | Each | 6000.0 | 6000.0 | 12.0 | False | None | None | False | None | False | 72000.0 | 0 |
| 3329897 | 116689 | None | Item1 | SupplyingandfixingofsolarLuxlevelstreetlightcontrolswitchthree phase including suitable capacity contactor - 12KW | No | 17466.75 | 17466.75 | 24.0 | False | None | None | False | None | False | 419202.0 | 0 |
| 3329898 | 116689 | None | Item2 | SupplyingandfixingofsolarLuxlevelstreetlightcontrolswitchthree phase including suitable capacity contactor - 8KW | No | 13755.0 | 13755.0 | 12.0 | False | None | None | False | None | False | 165060.0 | 0 |