| 1707990706000 | 0 | None | None | Buildings | Construction of Welcome Arch and Security Room at Entrance of Kodagu Institute of Medical Seince in Madikeri, Kodagu District. (Civil Works) | 6032143.81 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2603309 | 81230 | None | I-2.4A P-7 V-3 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Manual Means A In area of light jungle | 100 Sqm | 1482.84 | 1482.84 | 2.12 | False | None | None | False | None | False | 3143.6208 | 0 | | 2603310 | 81230 | None | I-1.12 P-8 V-1 | 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 | Cum | 125.55 | 125.55 | 105.95 | False | None | None | False | None | False | 13302.0225 | 0 | | 2603311 | 81230 | None | I-1.14.1 P-8 V-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 | Cum | 134.8 | 134.8 | 75.35 | False | None | None | False | None | False | 10157.18 | 0 | | 2603312 | 81230 | None | I-1.15.1 P-8 V-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 ordinary/soft rock without blasting upto 1.5 m depth | Cum | 479.74 | 479.74 | 36.15 | False | None | None | False | None | False | 17342.601 | 0 | | 2603313 | 81230 | None | I-1.15.2 P-9 V-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 Depth exceeding 1.5 m, but not exceeding 3 m | Cum | 561.68 | 561.68 | 10.54 | False | None | None | False | None | False | 5920.1072 | 0 | | 2603314 | 81230 | None | I-1.1A P-5 V-3 | Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum. (Disposal of 10Km) | Cum | 178.42 | 178.42 | 196.73 | False | None | None | False | None | False | 35100.5666 | 0 | | 2603315 | 81230 | None | I-4.1 P-5 V-2 | Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. | Sqm | 155.95 | 155.95 | 162.96 | False | None | None | False | None | False | 25413.612 | 0 | | 2603316 | 81230 | None | I-1.9 P-7 V-1 | 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 | 351.55 | 351.55 | 128.86 | False | None | None | False | None | False | 45300.733 | 0 | | 2603317 | 81230 | None | I-2.1.3 P-15 V-1 | 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 | 7915.06 | 7915.06 | 15.31 | False | None | None | False | None | False | 121179.5686 | 0 | | 2603318 | 81230 | None | I-2.2.3 P-15 V-1 | 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 (Footings, Pedestals) | Cum | 8373.66 | 8373.66 | 22.87 | False | None | None | False | None | False | 191505.6042 | 0 | | 2603319 | 81230 | None | I-2.5.3 P-17 V-1 | 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) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Columns, Plinth Beam, RCC Beam, RCC Slab) | Cum | 9260.45 | 9260.45 | 111.39 | False | None | None | False | None | False | 1031521.5255 | 0 | | 2603320 | 81230 | None | I-2.1.4 P-15 V-1 | 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 | 8216.39 | 8216.39 | 0.93 | False | None | None | False | None | False | 7641.2427 | 0 | | 2603321 | 81230 | None | I-2.11a P-18 V-1 | 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 | 118226.37 | 118226.37 | 15.31 | False | None | None | False | None | False | 1810045.7247 | 0 | | 2603322 | 81230 | None | I-1.b P-115 V-1 | Foundation upto Plinth,b. All other types(8%) | Rs | 0.11 | 0.11 | 145191.0 | False | None | None | False | None | False | 15971.01 | 0 | | 2603323 | 81230 | None | I-8 P-115 V-1 | Columns & Piers(70%) | Rs | 0.93 | 0.93 | 183664.0 | False | None | None | False | None | False | 170807.52 | 0 | | 2603324 | 81230 | None | I-20 P-116 V-1 | Staircase,Chejjas, Canopy & Other Architectural projections of minor sections(45%) | Rs | 0.59 | 0.59 | 6479.0 | False | None | None | False | None | False | 3822.61 | 0 | | 2603325 | 81230 | None | I-12 P-115 V-1 | Beams & Lintels of Building(50%) | Rs | 0.66 | 0.66 | 77278.0 | False | None | None | False | None | False | 51003.48 | 0 | | 2603326 | 81230 | None | I-12 P-115 V-1 | LINTEL (60%) | Rs | 0.79 | 0.79 | 14016.0 | False | None | None | False | None | False | 11072.64 | 0 | | 2603327 | 81230 | None | I-12 P-115 V-1 | ROOF BEAM (60%) | Rs | 0.79 | 0.79 | 250466.0 | False | None | None | False | None | False | 197868.14 | 0 | | 2603328 | 81230 | None | I-13 P-116 V-1 | Roof (Straight & Arched) (50%) | Rs | 0.66 | 0.66 | 365729.0 | False | None | None | False | None | False | 241381.14 | 0 | | 2603329 | 81230 | None | I-6.5 P-13 V-2 | 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 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. | Cum | 14507.2 | 14507.2 | 63.69 | False | None | None | False | None | False | 923963.568 | 0 | | 2603330 | 81230 | None | I-11.5.1 P-75 V-2 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Sqm | 5918.12 | 5918.12 | 2.21 | False | None | None | False | None | False | 13079.0452 | 0 | | 2603331 | 81230 | None | I-12.90 P-112 V-2 | 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&P's shall not be made) | Sqm | 8899.65 | 8899.65 | 8.1 | False | None | None | False | None | False | 72087.165 | 0 | | 2603332 | 81230 | None | I-11.34A P-110 V-2 | 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 | Kgs | 222.03 | 222.03 | 170.1 | False | None | None | False | None | False | 37767.303 | 0 | | 2603333 | 81230 | None | I-8.4.2 P-41 V-2 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge... ( Inside) | Sqm | 412.34 | 412.34 | 276.92 | False | None | None | False | None | False | 114185.1928 | 0 | | 2603334 | 81230 | None | I-8.51 P-50 V-2 | 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. | Sqm | 132.16 | 132.16 | 792.98 | False | None | None | False | None | False | 104800.2368 | 0 | | 2603335 | 81230 | None | I-8.5.2 P-41 V-2 | Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.. ( Outside) | Sqm | 461.24 | 461.24 | 276.92 | False | None | None | False | None | False | 127726.5808 | 0 | | 2603336 | 81230 | None | I-8.79 P-54 V-2 | Forming horizontal or vertical grooves on uniform size 10 mm wide and 7 mm deep at junction of wall and column / beam and finishing the grooves to elevation etc, including cost of materials , labour floor fixing, HOM of equipments and machineries all leads and lift loading and unloading, transportation , all other incidental charges at all floor levels etc, complete all as per specifications and as directed by the Engineer in charge. | Rmtr | 68.72 | 68.72 | 88.76 | False | None | None | False | None | False | 6099.5872 | 0 | | 2603337 | 81230 | None | I-9.21.2 P-62 V-2 | Providing and laying 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).).Size of Tile 600x600 mm | Sqm | 1636.14 | 1636.14 | 8.78 | False | None | None | False | None | False | 14365.3092 | 0 | | 2603338 | 81230 | None | I-9.20.2 P-62 V-2 | Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge Size of Tile 600x600 mm | Sqm | 276.21 | 276.21 | 8.78 | False | None | None | False | None | False | 2425.1238 | 0 | | 2603339 | 81230 | None | I-15.1 P-133 V-2 | 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 specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. | Sqm | 1079.75 | 1079.75 | 162.96 | False | None | None | False | None | False | 175956.06 | 0 | | 2603340 | 81230 | None | I-8.39 P-48 V-2 | 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 specifications and as per directions of Engineer-in-charge. | Sqm | 167.84 | 167.84 | 792.98 | False | None | None | False | None | False | 133093.7632 | 0 | | 2603341 | 81230 | None | I-8.29 P-45 V-2 | Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops | Sqm | 374.01 | 374.01 | 276.92 | False | None | None | False | None | False | 103570.8492 | 0 | | 2603342 | 81230 | None | I-11.25.2 P-109 V-2 | 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 | 179.74 | 179.74 | 480.0 | False | None | None | False | None | False | 86275.2 | 0 | | 2603343 | 81230 | None | I-8.34.3 P-47 V-2 | 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. | Sqm | 66.08 | 66.08 | 10.31 | False | None | None | False | None | False | 681.2848 | 0 | | 2603344 | 81230 | None | I-8.40 V-48 V-2 | 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 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 | 151.98 | 151.98 | 10.31 | False | None | None | False | None | False | 1566.9138 | 0 | | 2603345 | 81230 | None | 37.0.0 | Preparation of detailed Architectural drawings,Structural design and drawings including Soil exploration as per I.S Codes and proof checking by IISC/NIT/IIT only as decided by the Department and the same has to be furnished to the Department for approval and also providing consultancy for Architectural & structural designs & Drawings and Elevations floor wise, preparation of internal and external Electrical works schematic drawings and working drawings etc and liaison with other department and approval of pollution control board & any other statutory approval from the concerned dept and drawings related to this project. (6 sets of as built drawings shall be submitted to the employer) Note - All required service GFC drawings required for completion of projects. - etc., complete including all lead and lift and work to be executed as per the specification and engineer -in-charge of the work.
| LS | 105000.0 | 105000.0 | 1.0 | False | None | None | False | None | False | 105000.0 | 0 |
|