1722832627000 | 0 | None | None | Buildings | Construction of Balance works to Community Hall situated in B Block in ward no 13 in CMC KGF Limits | 847114.98 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3688512 | 135412 | None | code01 | 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 [PWD SR 2023-24 Vol:1 P.NO.8 I.No:1.14.1] | Cum | 105.06 | 105.06 | 40.512 | False | None | None | False | None | False | 4256.19072 | 0 | 3688513 | 135412 | None | code02 | PCC (1:3:6) 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 2023-24 Vol:I P.NO.15 I.No:2.1.3] | Cum | 6168.67 | 6168.67 | 2.7847 | False | None | None | False | None | False | 17177.895349 | 0 | 3688514 | 135412 | None | code03 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) [PWD SR 2023-24 Vol:I P.NO.9 I.No:5.4] | Cum | 6580.67 | 6580.67 | 11.275 | False | None | None | False | None | False | 74197.05425 | 0 | 3688515 | 135412 | None | code04 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. [PWD SR 2023-24 Vol:I P.NO.7 I.No:1.10] | Cum | 164.8 | 164.8 | 7.5312 | False | None | None | False | None | False | 1241.14176 | 0 | 3688516 | 135412 | None | code05 | RCC (M20) 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 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. (The cost of steel reinforcement & formwork to be paid separately).M20 Design Mix Using 20 mm nominal size gradedcrushed coarse aggregates [PWD SR 2021-22 Vol:1 P.NO.16 I.No:2.4.2] For Foundation Upto Plinth considered 8% | Cum | 7033.7 | 7033.7 | 1.728 | False | None | None | False | None | False | 12154.2336 | 0 | 3688517 | 135412 | None | code06 | RCC (M20) 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 gradedcrushed coarse aggregates [PWD SR 2021-22 Vol:1 P.NO.16 I.No:2.5.1] For Columns considered 70% | Cum | 11609.13 | 11609.13 | 2.0286 | False | None | None | False | None | False | 23550.281118 | 0 | 3688518 | 135412 | None | code07 | RCC (M20) 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 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. (The cost of steel reinforcement & formwork to be paid separately).M20 Design Mix Using 20 mm nominal size gradedcrushed coarse aggregates [PWD SR 2023-24 Vol:1 P.NO.16 I.No:2.4.2] For Plinth Beam considered 50% | Cum | 9769.03 | 9769.03 | 0.8983 | False | None | None | False | None | False | 8775.519649 | 0 | 3688519 | 135412 | 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)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [PWD SR 2023-24 Vol:1 P.NO.17 I.No:2.5.1] For Roof Beam considered 60% | Cum | 10926.24 | 10926.24 | 0.662 | False | None | None | False | None | False | 7233.17088 | 0 | 3688520 | 135412 | 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)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [PWD SR 2023-24 Vol:1 P.NO.17 I.No:2.5.1] For Roof Slab considered 50% | Cum | 10243.35 | 10243.35 | 7.306 | False | None | None | False | None | False | 74837.9151 | 0 | 3688521 | 135412 | None | code10 | 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 [PWD SR 2023-24 Vol:1 P.NO.18 I.No: 2.11a] | Tonne | 92140.71 | 92140.71 | 1.35 | False | None | None | False | None | False | 124389.9585 | 0 | 3688522 | 135412 | None | code11 | 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 2023-24 Vol:2 P.NO.17I.No: 6.32] | Sqm | 1349.3 | 1349.3 | 54.83 | False | None | None | False | None | False | 73982.119 | 0 | 3688523 | 135412 | None | code12 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm 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 2023-24 Vol:2 P.NO.17I.No: 6.34] | Sqm | 1137.12 | 1137.12 | 10.61 | False | None | None | False | None | False | 12064.8432 | 0 | 3688524 | 135412 | None | code13 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smoot 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 2023-24 Vol:2 P.NO.41 I.No: 8.1.2] | Sqm | 248.23 | 248.23 | 58.449 | False | None | None | False | None | False | 14508.79527 | 0 | 3688525 | 135412 | None | code14 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge..[PWD SR 2023-24 Vol:2 P.NO.41 I.No: 8.3.2] | Sqm | 342.99 | 342.99 | 200.59 | False | None | None | False | None | False | 68800.3641 | 0 | 3688526 | 135412 | None | code15 | 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.[PWD SR 2023-24 Vol:2 P.NO.65 I.No: 9.38] | Sqm | 1433.76 | 1433.76 | 18.0 | False | None | None | False | None | False | 25807.68 | 0 | 3688527 | 135412 | None | code16 | 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 2023-24 Vol:2 P.NO.44 I.No: 8.19.1] | Sqm | 262.65 | 262.65 | 15.02 | False | None | None | False | None | False | 3945.003 | 0 | 3688528 | 135412 | None | code17 | 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.[PWD SR 2023-24 Vol:2 P.NO.46 I.No: 8.31] | Sqm | 183.34 | 183.34 | 200.59 | False | None | None | False | None | False | 36776.1706 | 0 | 3688529 | 135412 | None | code18 | 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 500x500 mm [PWD SR 2023-24 Vol:2 P.NO.62 I.No:9.12.1] | Sqm | 1114.46 | 1114.46 | 58.44 | False | None | None | False | None | False | 65129.0424 | 0 | 3688530 | 135412 | None | code19 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing Rectangular shape 453x357 mm [PWD SR 2023-24 Vol:2 P.NO.136 I.No:14.32.2] | Each | 1048.54 | 1048.54 | 1.0 | False | None | None | False | None | False | 1048.54 | 0 | 3688531 | 135412 | None | code20 | Providing and fixing M.S. grills of required pattern in frames of win dows 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 2023-24 Vol:1 P.NO.7 I.No:11.34B] | Kg | 188.49 | 188.49 | 84.0 | False | None | None | False | None | False | 15833.16 | 0 | 3688532 | 135412 | None | code21 | 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 2023-24 Vol:2 P.NO.99 I.No:12.12] | Cum | 127928.06 | 127928.06 | 0.3042 | False | None | None | False | None | False | 38915.715852 | 0 | 3688533 | 135412 | None | code22 | 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) [PWD SR 2023-24 Vol:2 P.NO.100 I.No:12.15] | Sqm | 7103.91 | 7103.91 | 5.67 | False | None | None | False | None | False | 40279.1697 | 0 | 3688534 | 135412 | None | code23 | 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 with reinforcement 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. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) [PWD SR 2023-24 Vol:2 P.NO.108 I.No:12.84] | Sqm | 5173.69 | 5173.69 | 7.199 | False | None | None | False | None | False | 37245.39431 | 0 | 3688535 | 135412 | None | code24 | Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required :Size 600x450x200 mm [PWD SR 2023-24 Vol:2 P.NO.126 I.No:14.11.2] | Each | 5234.46 | 5234.46 | 2.0 | False | None | None | False | None | False | 10468.92 | 0 | 3688536 | 135412 | None | code25 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC
plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall [PWD SR 2023-24 Vol:2 P.NO.122 I.No:13.31.2] | m | 249.26 | 249.26 | 60.0 | False | None | None | False | None | False | 14955.6 | 0 | 3688537 | 135412 | None | code26 | Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. For 20 mm dia GM (Copper alloy) Gate valves [Common SR Water Supply 2023-24 Vol:2 P.NO.133 I.No:11.15.2] | Each | 914.64 | 914.64 | 2.0 | False | None | None | False | None | False | 1829.28 | 0 | 3688538 | 135412 | None | code27 | Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latest amendments. 2 HP, Size 65x50 Head 13M, Discharge 462 LPM [Common SR Water Supply 2023-24 Vol:5 P.NO.157 I.No:13.40.1] | Each | 15887.75 | 15887.75 | 1.0 | False | None | None | False | None | False | 15887.75 | 0 | 3688539 | 135412 | None | code28 | Supply and delivery at site brand new best make Foot valve suitable for centrifugal pump upto 10HP confirming with ISI mark and its latest amendments [Common SR Water Supply 2023-24 Vol:5 P.NO.158 I.No:13.47] | Each | 1802.5 | 1802.5 | 1.0 | False | None | None | False | None | False | 1802.5 | 0 | 3688540 | 135412 | None | code29 | Supply and delivery at site brand new best make starter/ control panel suitable for following HP centrifugal pump confirming with ISI mark and its latest amendments.Upto 7.5 HP centrifugal pump [Common SR Water Supply 2023-24 Vol:5 P.NO.157 I.No:13.43.1] | Each | 9785.0 | 9785.0 | 1.0 | False | None | None | False | None | False | 9785.0 | 0 | 3688541 | 135412 | None | code30 | Supplying and fixing LT cable of size 4 x 25 Sqm suitable for centrifugal pump sets with ISI mark and its latest amendments [Common SR Water Supply 2023-24 Vol:5 P.NO.158 I.No:13.46] | m | 578.86 | 578.86 | 3.0 | False | None | None | False | None | False | 1736.58 | 0 | 3688542 | 135412 | None | code31 | Providing and placing on terrace, polyethylene water storage tanks with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM of equipments and testing complete as per specifications.(For 1000 litre capacity) [Market Rate] | Each | 8500.0 | 8500.0 | 1.0 | False | None | None | False | None | False | 8500.0 | 0 |
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