| 1709054594000 | 0 | None | None | Other Works | Providing External Water Supply,External Electrification (Service Connections)UGD Works,RCC Drain,deck Slab,CC Road and other additional works for Construction of 1699 Houses for the Slum dwellers at Basavanagudi Assembly Constituency Bangalore City under PMAY-HFA | 17878513.2 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2827977 | 91498 | None | code01 | 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. | Cum | 328.9 | 328.9 | 88.3 | False | None | None | False | None | False | 29041.87 | 0 | | 2827978 | 91498 | None | code02 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6230.4 | 6230.4 | 19.74 | False | None | None | False | None | False | 122988.096 | 0 | | 2827979 | 91498 | None | code03 | 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 Addendum 1 Additionalities for Formwork, Centering & Scaffolding 5% is taken from page no 111 additional percentage to be added to the finished rates of concrete | Cum | 7303.06 | 7303.06 | 22.515 | False | None | None | False | None | False | 164428.3959 | 0 | | 2827980 | 91498 | None | code04 | 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 | Cum | 9389.65 | 9389.65 | 21.87 | False | None | None | False | None | False | 205351.6455 | 0 | | 2827981 | 91498 | None | code05 | 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. h.All other type of structures | Tonne | 86912.1 | 86912.1 | 6.72 | False | None | None | False | None | False | 584049.312 | 0 | | 2827982 | 91498 | None | code06 | Providing and laying 100mm thick pre-cast cover slabs over drains &Rain pit of width not exceeding 800 mm using M20 concrete reinforcedwith Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. | Mtr | 1020.8 | 1020.8 | 230.0 | False | None | None | False | None | False | 234784.0 | 0 | | 2827983 | 91498 | None | code07 | 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 | 292.6 | 292.6 | 993.02 | False | None | None | False | None | False | 290557.652 | 0 | | 2827984 | 91498 | None | code08 | 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.(ii) By Mechanical Means using Dozer (a) In area of light jungle | Sqm | 432.3 | 432.3 | 192.0 | False | None | None | False | None | False | 83001.6 | 0 | | 2827985 | 91498 | None | code09 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work. | Sqm | 93.5 | 93.5 | 322.4 | False | None | None | False | None | False | 30144.4 | 0 | | 2827986 | 91498 | None | code10 | 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. | Cum | 328.9 | 328.9 | 404.9 | False | None | None | False | None | False | 133171.61 | 0 | | 2827987 | 91498 | None | code11 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | Cum | 115.5 | 115.5 | 339.9 | False | None | None | False | None | False | 39258.45 | 0 | | 2827988 | 91498 | None | code12 | Construction of Granular Sub-Base by Mix in Place Method by providing well graded Gravel, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification. | Cum | 1569.7 | 1569.7 | 393.48 | False | None | None | False | None | False | 617645.556 | 0 | | 2827989 | 91498 | None | code13 | Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed, laid inlayers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges ofmachinery, curing, and all the other appurtenances required to complete thework as per technical specifications. | Cum | 6838.7 | 6838.7 | 254.93 | False | None | None | False | None | False | 1743389.791 | 0 | | 2827990 | 91498 | None | code14 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. | Cum | 7429.4 | 7429.4 | 254.93 | False | None | None | False | None | False | 1893976.942 | 0 | | 2827991 | 91498 | None | code15 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m | Cum | 532.4 | 532.4 | 511.65 | False | None | None | False | None | False | 272402.46 | 0 | | 2827992 | 91498 | None | code16 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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.complete for:Pipes of SN 8, 250mm dia. | Mtr | 1695.1 | 1695.1 | 291.5 | False | None | None | False | None | False | 494121.65 | 0 | | 2827993 | 91498 | None | code17 | Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500)with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MHframe and cover, cost of tar, shoring, strutting, de-watering,
engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm | No | 42219.1 | 42219.1 | 13.0 | False | None | None | False | None | False | 548848.3 | 0 | | 2827994 | 91498 | None | code18 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 500X700 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets :With common burnt clay (non modular) bricks of class designation 3.5 | No | 6905.8 | 6905.8 | 62.0 | False | None | None | False | None | False | 428159.6 | 0 | | 2827995 | 91498 | None | code19 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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. complete for:Pipes of SN 8, 160mm dia. | Mtr | 766.7 | 766.7 | 282.0 | False | None | None | False | None | False | 216209.4 | 0 | | 2827996 | 91498 | None | code20 | 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. | Cum | 328.9 | 328.9 | 3.6 | False | None | None | False | None | False | 1184.04 | 0 | | 2827997 | 91498 | None | code21 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6230.4 | 6230.4 | 2.85 | False | None | None | False | None | False | 17756.64 | 0 | | 2827998 | 91498 | None | code22 | 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 | 7104.31 | 7104.31 | 14.85 | False | None | None | False | None | False | 105499.0035 | 0 | | 2827999 | 91498 | None | code23 | 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. h.All other type of structures | Tonne | 86912.1 | 86912.1 | 1.78 | False | None | None | False | None | False | 154703.538 | 0 | | 2828000 | 91498 | None | code24 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.32 mm nominal dia pipes | Mtr | 612.7 | 612.7 | 1110.0 | False | None | None | False | None | False | 680097.0 | 0 | | 2828001 | 91498 | None | code25 | Providing and placing on terrace (at all floor levels) polyethylenewater storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | No | 9.9 | 9.9 | 120000.0 | False | None | None | False | None | False | 1188000.0 | 0 | | 2828002 | 91498 | None | code26 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm 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 2572:2005including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per spec | Sqm | 1354.1 | 1354.1 | 126.0 | False | None | None | False | None | False | 170616.6 | 0 | | 2828003 | 91498 | None | code27 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings 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 | 232.1 | 232.1 | 648.0 | False | None | None | False | None | False | 150400.8 | 0 | | 2828004 | 91498 | None | code28 | Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc complete 1.00 HP/0.75KW | No | 14649.8 | 14649.8 | 60.0 | False | None | None | False | None | False | 878988.0 | 0 | | 2828005 | 91498 | None | code29 | Providing and fixing stainless steel ( Grade 304) railing made of Hollowtubes, channels, plates etc., including welding, grinding, buffing, polishingand making curvature (wherever required) and fitting the same withnecessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainlesssteel bolts etc., of required size, on the top of the floor or the side of waistslab with suitable arrangement as per approval of Engineer-in- charge,(for payment purpose only weight of stainless steel members shall beconsidered excluding fixing accessories such as nuts, bolts, fasteners etc.)including cost of materials, labour, usage charges of machinery completeas per specifications and as per directions of the Engineer-in-Charge.Ground Floor | Sqm | 621.5 | 621.5 | 873.59 | False | None | None | False | None | False | 542936.185 | 0 | | 2828006 | 91498 | None | code30 | First Floor | Sqm | 627.71 | 627.71 | 873.599 | False | None | None | False | None | False | 548366.82829 | 0 | | 2828007 | 91498 | None | code31 | Second Floor | Sqm | 633.93 | 633.93 | 873.599 | False | None | None | False | None | False | 553800.61407 | 0 | | 2828008 | 91498 | None | code32 | Third Floor | Sqm | 640.14 | 640.14 | 873.599 | False | None | None | False | None | False | 559225.66386 | 0 | | 2828009 | 91498 | None | code33 | 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of 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 pigments etc., complete.Ground Floor | Sqm | 977.9 | 977.9 | 19.81 | False | None | None | False | None | False | 19372.199 | 0 | | 2828010 | 91498 | None | code34 | First Floor | Sqm | 987.68 | 987.68 | 19.81 | False | None | None | False | None | False | 19565.9408 | 0 | | 2828011 | 91498 | None | code35 | Second Floor | Sqm | 997.46 | 997.46 | 19.81 | False | None | None | False | None | False | 19759.6826 | 0 | | 2828012 | 91498 | None | code36 | Third Floor | Sqm | 1007.24 | 1007.24 | 19.81 | False | None | None | False | None | False | 19953.4244 | 0 | | 2828013 | 91498 | None | code37 | Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser, treads of steps, 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 as per direction of Engineer in charge Ground Floor | Sqm | 1290.3 | 1290.3 | 26.959 | False | None | None | False | None | False | 34785.1977 | 0 | | 2828014 | 91498 | None | code38 | First Floor | Sqm | 1303.2 | 1303.2 | 26.95 | False | None | None | False | None | False | 35121.24 | 0 | | 2828015 | 91498 | None | code39 | Second Floor | Sqm | 1316.1 | 1316.1 | 26.95 | False | None | None | False | None | False | 35468.895 | 0 | | 2828016 | 91498 | None | code40 | 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 colours and 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 600x600 mm.Ground Floor | Sqm | 1259.5 | 1259.5 | 210.3 | False | None | None | False | None | False | 264872.85 | 0 | | 2828017 | 91498 | None | code41 | First Floor | Sqm | 1272.09 | 1272.09 | 210.3 | False | None | None | False | None | False | 267520.527 | 0 | | 2828018 | 91498 | None | code42 | Second Floor | Sqm | 1284.69 | 1284.69 | 210.3 | False | None | None | False | None | False | 270170.307 | 0 | | 2828019 | 91498 | None | code43 | Third Floor | Sqm | 1297.28 | 1297.28 | 210.3 | False | None | None | False | None | False | 272817.984 | 0 | | 2828020 | 91498 | None | code44 | Fabricating supplying and mounting MS box made out....SWG suitable for floor/wall mounting,fully weatherproof with provision for better heat dissipation,provided with hinged front cover,equipped with tamper proof locking arrangements,with suitable size clamps with necessary cable entry pipe with gland and box shouldbefinishedwith 7 tanks treatment with powdercoated paintand finally finished with approved colour etc., complete. | Sq CM | 0.5 | 0.5 | 75000.0 | False | None | None | False | None | False | 37500.0 | 0 | | 2828021 | 91498 | None | code45 | Supplying ......... A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete | Mtr | 2465.0 | 2465.0 | 3.0 | False | None | None | False | None | False | 7395.0 | 0 | | 2828022 | 91498 | None | code46 | Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. | Mtr | 395.0 | 395.0 | 2.0 | False | None | None | False | None | False | 790.0 | 0 | | 2828023 | 91498 | None | code47 | Supplying,fixing and wiring Residual current circuit breaker(RCCB)240/450V upto 300mA sensitivity on existing wood/ panel board. 32-40A 2 pole | Each | 4559.0 | 4559.0 | 1.0 | False | None | None | False | None | False | 4559.0 | 0 | | 2828024 | 91498 | None | code48 | Supplying & fixingof Porcelain fuse channel with cutout on existing wooden/panel using necessary nuts, bolts and washers. 32Amps | Each | 241.0 | 241.0 | 3.0 | False | None | None | False | None | False | 723.0 | 0 | | 2828025 | 91498 | None | code49 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 63Amps | Each | 401.0 | 401.0 | 3.0 | False | None | None | False | None | False | 1203.0 | 0 | | 2828026 | 91498 | None | code50 | Fabricating,supplyinganderectionof...mslonghotdipGalvanizedOctagonalhotdipPolewithBSEN10025gradeS355JOsteelplateforshaft,IS2062forbaseplatewithdooropeningarrangements,includingsuitableboards,BakelitesheetandMCBsasperISspecificationssuitabletowithstandthewindspeedof47m/sfor.......mPoleinsinglesectionandsinglejointweldedasperIS9595/IS10178AWShavingdimensionsbottom.....mm,top....mmwith3mmthick,suitablebaseplateand4Nosof.....longJboltsalongwithtemplateandthePoleshallbehotdipgalvanizedinsingledippingwithnotlessthan65micronasperASTM-A123and153etc.,(excluding foundation) as per drawing appended. 4 m - Top 70 mm and Bottom 130 mm dia | Each | 8200.0 | 8200.0 | 18.0 | False | None | None | False | None | False | 147600.0 | 0 | | 2828027 | 91498 | None | code51 | Refilling available earth around trenches/pipelines, cables in layers notexceeding 20 cms in depth, compacting each deposited layer by ramming afterwatering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labourcomplete as per specifications | Mtr | 160.0 | 160.0 | 220.0 | False | None | None | False | None | False | 35200.0 | 0 | | 2828028 | 91498 | None | code52 | Earth work excavation for pipeline trenches in all kinds of soils by mechanicalmeans as per drawing and technical specifications, including setting out,construction of shoring, strutting, barricading, caution lights, bracing, usingsight rails & bonding rods at every 100 mm wherever necessary as directed,removal of stumps and other deleterious matter, dressing of sides and levellingthe bottom of trench to the extent required , utilising the available excavatedearth locally for the work etc., and all other appurtenances complete in thefollowing strata. Depth upto 1.50m0.50x0.5x0.40x20=2.00cum | Cum | 262.0 | 262.0 | 40.0 | False | None | None | False | None | False | 10480.0 | 0 | | 2828029 | 91498 | None | code53 | Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed In Ordinary Soil. | Cum | 260.0 | 260.0 | 101.25 | False | None | None | False | None | False | 26325.0 | 0 | | 2828030 | 91498 | None | code54 | 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 0.350 Cum/Pole | Cum | 6323.0 | 6323.0 | 7.0 | False | None | None | False | None | False | 44261.0 | 0 | | 2828031 | 91498 | None | code55 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure /Superstructure complete as per Drawing and Technical Specifications. 15.53 Kg/Pole | Tonne | 79011.0 | 79011.0 | 0.31 | False | None | None | False | None | False | 24493.41 | 0 | | 2828032 | 91498 | None | code56 | Supplying of 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975, Material Code: 287206 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm) | Km | 141842.0 | 141842.0 | 0.22 | False | None | None | False | None | False | 31205.24 | 0 | | 2828033 | 91498 | None | code57 | SupplyinganddrawingFlexibleMulticoreCablemanufacturedwithelectrolyticgradeflexiblecopperwithlowconductorconfirmingtoIS8130-1984and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990 | Mtr | 94.0 | 94.0 | 90.0 | False | None | None | False | None | False | 8460.0 | 0 | | 2828034 | 91498 | None | code58 | Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff (PWD Electrical SR BESCOM Part-IV, 11kv Labours 2023-24 Page No 52 , Item No 21.05,) 2.5 to 25 Sqmm | Km | 20886.0 | 20886.0 | 0.22 | False | None | None | False | None | False | 4594.92 | 0 | | 2828035 | 91498 | None | code59 | Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the pipe around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing. SN8 Double Wall Corrugated HDPE pipe sizes of 100 mm dia' | Mtr | 222.0 | 222.0 | 220.0 | False | None | None | False | None | False | 48840.0 | 0 | | 2828036 | 91498 | None | code60 | Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT greater than 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency greater than 1301m/w, nominal CRI greater than 75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned LED Streetlight 90 W | Each | 8860.0 | 8860.0 | 18.0 | False | None | None | False | None | False | 159480.0 | 0 | | 2828037 | 91498 | None | code61 | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. | Each | 515.0 | 515.0 | 3.0 | False | None | None | False | None | False | 1545.0 | 0 | | 2828038 | 91498 | None | code62 | Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipments on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proprotion of salt and charcoal 150mm alround the pipe to complete depth. The connection from the pipe to the conduit etc, is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and checknuts etc, the pipe shall have 16 through holes of 122 mm dia | No | 2727.0 | 2727.0 | 1.0 | False | None | None | False | None | False | 2727.0 | 0 | | 2828039 | 91498 | None | code63 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. Four Pole,100Amps 25kA. | Each | 8487.0 | 8487.0 | 1.0 | False | None | None | False | None | False | 8487.0 | 0 | | 2828040 | 91498 | None | code64 | Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%,b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test | No | 5288.0 | 5288.0 | 1.0 | False | None | None | False | None | False | 5288.0 | 0 | | 2828041 | 91498 | None | code65 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (a) 0 - 50.00 Mtrs | m | 407.0 | 407.0 | 50.0 | False | None | None | False | None | False | 20350.0 | 0 | | 2828042 | 91498 | None | code66 | 50.00 - 100.00 Mtrs | m | 510.4 | 510.4 | 50.0 | False | None | None | False | None | False | 25520.0 | 0 | | 2828043 | 91498 | None | code67 | 100.00 - 150.00 Mtrs | m | 542.3 | 542.3 | 50.0 | False | None | None | False | None | False | 27115.0 | 0 | | 2828044 | 91498 | None | code68 | 150.00 - 200.00 Mtrs | m | 629.2 | 629.2 | 50.0 | False | None | None | False | None | False | 31460.0 | 0 | | 2828045 | 91498 | None | code69 | 200.00 - 250.00 Mtrs | m | 738.1 | 738.1 | 50.0 | False | None | None | False | None | False | 36905.0 | 0 | | 2828046 | 91498 | None | code70 | 250.00 - 300.00 Mtrs | m | 814.0 | 814.0 | 50.0 | False | None | None | False | None | False | 40700.0 | 0 | | 2828047 | 91498 | None | code71 | 300.00 - 350.00 Mtrs | m | 954.8 | 954.8 | 50.0 | False | None | None | False | None | False | 47740.0 | 0 | | 2828048 | 91498 | None | code72 | Suppling of ISI mark 175 mm nominal bore plain end steel casing pipe - grade of steel Fe 410 of wall thickness 5.4 mm thick confining to IS 4270:2001 and latest amendments electric resistance welded steel tube material and confirming to IS 1387 / 1993 & manufactured by basic open hearth electric or basic oxygen process in random length of 4 to 7 mts. Both ends threaded confinming to IS 554 / 1985, one end fixed with a socket confirming to IS 4270:2001 and the other end with screwed pipes. All pipes shall be resonably free from defects. the tubes shall be reasonably straight should be with ISI marking, weighing 25.10 kg/mtr (inclusive of all taxes and duties) prices include coller medium duty. | m | 2126.3 | 2126.3 | 20.0 | False | None | None | False | None | False | 42526.0 | 0 | | 2828049 | 91498 | None | code73 | Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments | Each | 154.5 | 154.5 | 1.0 | False | None | None | False | None | False | 154.5 | 0 | | 2828050 | 91498 | None | code74 | Providing and laying at site of work MS casing caps as per IS 1239 (partII) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II)1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by Engineer in charge | No | 180.4 | 180.4 | 1.0 | False | None | None | False | None | False | 180.4 | 0 | | 2828051 | 91498 | None | code75 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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 | Mtr | 1695.1 | 1695.1 | 20.0 | False | None | None | False | None | False | 33902.0 | 0 | | 2828052 | 91498 | None | code76 | Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. | No | 5999.4 | 5999.4 | 1.0 | False | None | None | False | None | False | 5999.4 | 0 | | 2828053 | 91498 | None | code77 | Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge 20 HP 20 stages- Texmo/Taro or equalents Brands | No | 89199.0 | 89199.0 | 1.0 | False | None | None | False | None | False | 89199.0 | 0 | | 2828054 | 91498 | None | code78 | Submersible Cable:- Supply of delivery brand new best make PVC insulated cable of flat 3 core (seated) of nominal cross section area confirm in to IS 694/90/ with latest amendment and ISI mark. Finolex/ equalent brand. 1 x 3 x 4 sqmm cable | Mtr | 148.5 | 148.5 | 700.0 | False | None | None | False | None | False | 103950.0 | 0 | | 2828055 | 91498 | None | code79 | Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover) 50 mm | Sqm | 3141.5 | 3141.5 | 58.0 | False | None | None | False | None | False | 182207.0 | 0 | | 2828056 | 91498 | None | code80 | Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments | Each | 1375.0 | 1375.0 | 6.0 | False | None | None | False | None | False | 8250.0 | 0 | | 2828057 | 91498 | None | code81 | Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments | Each | 1402.5 | 1402.5 | 1.0 | False | None | None | False | None | False | 1402.5 | 0 | | 2828058 | 91498 | None | code82 | Providing and fixing in position brass gate valve with C.I wheel of approved quality ( screwed end ) 50mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No. | Each | 917.4 | 917.4 | 6.0 | False | None | None | False | None | False | 5504.4 | 0 | | 2828059 | 91498 | None | code83 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase elector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOL Direct Online Starter 2) S-D- Star Delta Starter | Each | 17490.0 | 17490.0 | 1.0 | False | None | None | False | None | False | 17490.0 | 0 | | 2828060 | 91498 | None | code84 | Supply and fixing HRC fuse units base on existing switch/ panel board 32 to 63 Amps | No | 612.0 | 612.0 | 1.0 | False | None | None | False | None | False | 612.0 | 0 | | 2828061 | 91498 | None | code85 | Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box. | No | 1265.0 | 1265.0 | 1.0 | False | None | None | False | None | False | 1265.0 | 0 | | 2828062 | 91498 | None | code86 | Supply and fixing polished wood board made of not less than 15mm thick plank on both sides made out of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs, screws etc., (20'x20"x2.5") | No | 326.13 | 326.13 | 1.0 | False | None | None | False | None | False | 326.13 | 0 | | 2828063 | 91498 | None | code87 | Supplying and fixing and wiring heavy duty low voltage capacitors conforming to IS 2834, 3 phase 400/440 volts grade, for power factor improvement of rotating machinery, cost per KVAR (b) group B | Kvar | 480.0 | 480.0 | 1.0 | False | None | None | False | None | False | 480.0 | 0 | | 2828064 | 91498 | None | code88 | Supply and laying of LG UT cable having aluminium conductor PVC insulated, sheathed, galvanized steel wire / steel tap armored cable with PVC over sheathing. | Mtr | 88.0 | 88.0 | 15.0 | False | None | None | False | None | False | 1320.0 | 0 | | 2828065 | 91498 | None | code89 | sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specific | Job | 7150.0 | 7150.0 | 1.0 | False | None | None | False | None | False | 7150.0 | 0 | | 2828066 | 91498 | None | code90 | Supplying, fixing, wiring earth electrode for grounding conducts, I.C. cutouts and other equipments on the meter board using 40mm dia 2.9 mm thick GI pipe 2.5M long buried in a pit. The pit should be filled with equal proportion of salt and charcoal 150 mm alround the pipe to complete depth. the connection from the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3 of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc. The pipe shall have 16 through holes of 12 mm dia. | Per Job | 4125.0 | 4125.0 | 1.0 | False | None | None | False | None | False | 4125.0 | 0 | | 2828067 | 91498 | None | code91 | Labour Charges ofr laying of 1.1KV class UG cable when supplied agency in existing trench GI pipe/stone ware pipe/ on wall/ on pole as required. In existing trench/ducts 6 sqmm to 16 sqmm | Mtr | 11.88 | 11.88 | 15.0 | False | None | None | False | None | False | 178.2 | 0 | | 2828068 | 91498 | None | code92 | Digging of trench of 0.6m deep x 0.50mtr dua wide refilling the trench to the required ground level and consolidating etc., complete (As per Civil KSRB 1/2 P-7) in Ordinary soil | Rmtr | 76.0 | 76.0 | 30.0 | False | None | None | False | None | False | 2280.0 | 0 | | 2828069 | 91498 | None | code93 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. | Cum | 532.4 | 532.4 | 57.599 | False | None | None | False | None | False | 30665.7076 | 0 | | 2828070 | 91498 | None | code94 | 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.-- 50mm nominal OD pipes (external work). | Mtr | 793.1 | 793.1 | 160.0 | False | None | None | False | None | False | 126896.0 | 0 | | 2828071 | 91498 | None | code95 | Refilling available earth around pipe lines, cables in layers not exceeding 20cms in depth, compacting each deposited layer by ramming after watering with lead upto 50m. and lift upto 1.5 m. including cost of all labour complete as per specifications | Cum | 176.0 | 176.0 | 57.599 | False | None | None | False | None | False | 10137.424 | 0 | | 2828072 | 91498 | None | code96 | 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 | 6587.9 | 6587.9 | 14.3999 | False | None | None | False | None | False | 94865.10121 | 0 | | 2828073 | 91498 | None | code97 | 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 (Page No.16 No.2.4.2 of VOLUME-1 CSRED SR 2023-24) | Cum | 6955.3 | 6955.3 | 14.3999 | False | None | None | False | None | False | 100155.62447 | 0 | | 2828074 | 91498 | None | code98 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers.As per electrical | Each | 241.0 | 241.0 | 20.0 | False | None | None | False | None | False | 4820.0 | 0 | | 2828075 | 91498 | None | code99 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 | Each | 739.0 | 739.0 | 20.0 | False | None | None | False | None | False | 14780.0 | 0 | | 2828076 | 91498 | None | code100 | Supply and Installation / Fixing / Provision of Outdoor type Thermoplastic Modular Panel enclosure with transparentPolycarbonate Lid, shock proof, IP65 (Weather Proof),rust proof, dust proof, water proof, corrosion proof having internally Embedded gasket on both lid and flap suitable to fix Single Phase / Three Phase Energy Meter in suitable base plate and having a provision for Fuse / MCB cutout withsuitable transparent hinged flap opening for operating MCB along with complete tamper proof SEALING facility. | Each | 6163.0 | 6163.0 | 20.0 | False | None | None | False | None | False | 123260.0 | 0 | | 2828077 | 91498 | None | code101 | LT UG cable | Cum | 532.4 | 532.4 | 10.799 | False | None | None | False | None | False | 5749.3876 | 0 | | 2828078 | 91498 | None | code102 | Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 | Mtr | 225.0 | 225.0 | 120.0 | False | None | None | False | None | False | 27000.0 | 0 | | 2828079 | 91498 | None | code103 | 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 | No | 292.6 | 292.6 | 10.799 | False | None | None | False | None | False | 3159.7874 | 0 | | 2828080 | 91498 | None | code104 | 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) 1:4:8 | Cum | 6230.4 | 6230.4 | 8.775 | False | None | None | False | None | False | 54671.76 | 0 | | 2828081 | 91498 | None | code105 | 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) | Cum | 6915.7 | 6915.7 | 2.699 | False | None | None | False | None | False | 18665.4743 | 0 | | 2828082 | 91498 | None | code106 | 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 | 184.8 | 184.8 | 4402.5 | False | None | None | False | None | False | 813582.0 | 0 | | 2828083 | 91498 | None | code107 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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 directionsof Engineer-in-charge. | Sqm | 183.7 | 183.7 | 293.5 | False | None | None | False | None | False | 53915.95 | 0 | | 2828084 | 91498 | None | code108 | Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40mm dia 2.9mm thick 2.5 mtr long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode. The funnel should be enclosed in a CC chamber of 400x400x400mm with a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered 150mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts | No | 4256.0 | 4256.0 | 20.0 | False | None | None | False | None | False | 85120.0 | 0 | | 2828085 | 91498 | None | code109 | GI/Copper strips for grounding connections, using necessary fixing materials as required. | Mtr | 128.0 | 128.0 | 20.0 | False | None | None | False | None | False | 2560.0 | 0 | | 2828086 | 91498 | None | code110 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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. complete for:: | Mtr | 238.7 | 238.7 | 60.0 | False | None | None | False | None | False | 14322.0 | 0 | | 2828087 | 91498 | None | code111 | Wiring for lighting/power circuit using one of FRLS PVCinsulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments 1.5 Sqmm | Mtr | 26.0 | 26.0 | 25.0 | False | None | None | False | None | False | 650.0 | 0 | | 2828088 | 91498 | None | code112 | Wiring for lighting/power circuit using one of FRLS PVCinsulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments 4sqmm | Mtr | 63.0 | 63.0 | 25.0 | False | None | None | False | None | False | 1575.0 | 0 |
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