| 1709069011000 | 0 | None | None | Other Works | Providing External water supply ,External Sanitary, External Electrical Service Connection, CC Road & RCC Drain withCovering Slab , Levelling Works and Rcc Retaining Wall for Construction of 1000 Houses for the slum dwellers at Yelahanka Assembly and Yeshwanthpura Constituency in Bangalore City under PMAY-HFA. | 20884182.15 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2829902 | 91573 | None | code01 | Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/Soft rock & 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. Cutting Quantity | Sqm | 398.2 | 398.2 | 1501.25 | False | None | None | False | None | False | 597797.75 | 0 | | 2829903 | 91573 | None | code02 | Loading and Unloading of Stone Boulder/Stone aggregates/Sand/ Kankar/Moorum. (Tipper 5.5 m3) | Cum | 148.5 | 148.5 | 1501.24 | False | None | None | False | None | False | 222934.14 | 0 | | 2829904 | 91573 | None | code03 | Cost of Haulage Excluding Loading and Unloading Case-II : Unsurfaced Gravelled Road.a.Taking output 10 t load and lead 10 km 100 t.km | T.Km | 15.4 | 15.4 | 1325.02 | False | None | None | False | None | False | 20405.308 | 0 | | 2829905 | 91573 | None | code04 | Retaining Wall: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 | 112.2 | 112.2 | 827.2 | False | None | None | False | None | False | 92811.84 | 0 | | 2829906 | 91573 | None | code05 | Providing and Filling in foundation with granite / trap broken metal 100mm. And down size & with approved sand including hand packing, ramming, watering, ncluding cost of all materials and labour with all lead and lift complete as per specifications. | Cum | 2950.2 | 2950.2 | 225.6 | False | None | None | False | None | False | 665565.12 | 0 | | 2829907 | 91573 | None | code06 | 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 | Cum | 176.0 | 176.0 | 542.16 | False | None | None | False | None | False | 95420.16 | 0 | | 2829908 | 91573 | None | code07 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (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 | 60.16 | False | None | None | False | None | False | 374820.864 | 0 | | 2829909 | 91573 | None | code08 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required tocomplete the work as per technical specifications. . (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates | Cum | 7603.2 | 7603.2 | 169.2 | False | None | None | False | None | False | 1286461.44 | 0 | | 2829910 | 91573 | None | code09 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. . (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates | Cum | 7603.2 | 7603.2 | 143.26 | False | None | None | False | None | False | 1089234.432 | 0 | | 2829911 | 91573 | None | code10 | Supplying, fitting and placing TMT FE 550/550D Steel Reinforcement complete as per drawing and technical specification.. (The laps and wastages shall not be measured separately) | Kg | 98.4 | 98.4 | 40619.8 | False | None | None | False | None | False | 3996988.32 | 0 | | 2829912 | 91573 | None | code11 | Providing weep holes in Brick masonry/Plain/ Reinforced
concrete abutment, wing wall/ return wall with PVC Pipe
110mm outer dia at 2 kg per m2
, extending through the full
width of the structure with slope of 1V :20H towards drawing
foce. Complete as per drawing and Technical Specifications. Complete as per drawing and Technical Specifications | No | 262.9 | 262.9 | 51.0 | False | None | None | False | None | False | 13407.9 | 0 | | 2829913 | 91573 | None | code12 | Soak pit : Earth work excavation by manual means for drains, canals, waste weir, draft,
approach channels, key trenches, foundation of Buildings & bridges and such
simillar works in all kinds of soils, as per drawing and technical specifications,
including setting out, shoring, strutting, barricading, caution lights, removal
of stumps and other deleterious matter, excavated surface leveled and sides
neatly dressed disposing off 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 & other appurtenaces required to complete the work. .epth exceeding 3m, but not exceeding 4.5 m - Excavation | Cum | 413.6 | 413.6 | 423.9 | False | None | None | False | None | False | 175325.04 | 0 | | 2829914 | 91573 | None | code13 | Loading and Unloading of Stone Boulder/Stone aggregates/Sand/
Kankar/Moorum. (Tipper 5.5 m3) | Cum | 148.5 | 148.5 | 423.9 | False | None | None | False | None | False | 62949.15 | 0 | | 2829915 | 91573 | None | code14 | Cost of Haulage Excluding Loading and Unloading Case-II : Unsurfaced Gravelled Road.a.Taking output 10 t load and lead 10 km = 100 t.km | T.Km | 15.4 | 15.4 | 374.13 | False | None | None | False | None | False | 5761.602 | 0 | | 2829916 | 91573 | None | code15 | Providing, laying, Providing jointing materials, jointing and testing but excluding excavation and back filling etc. for Oriented Poly vinyl chloride Pipes or O-PVC Pipes of highest Orientation Class 500 IS 16647-2017
with homogeneous socket during orientation process, including supply of Elastomeric sealing ring manufactured as per ISO 16422-2014 and the elastomeric sealing ring gasket conforming to EN 681-1. The manufacturing, testing at factory, Providing, transpotation, handling, stacking, installation, jointing and testing at sites shall comply with all applicable standards (ISO 16422-2014) etc. complete. Pipes of 110mm dia. , PN - 16 & elastromeric fittings. | m | 1306.8 | 1306.8 | 600.0 | False | None | None | False | None | False | 784080.0 | 0 | | 2829917 | 91573 | None | code16 | Providing to work spot rolling, lowering and placing in position
RCC perforated rings in the already excavated pit including loading
and unloading at both the destinations with all lead and lift with
appurtenances,- 1200 mmx1250 mm | Each | 10498.4 | 10498.4 | 300.0 | False | None | None | False | None | False | 3149520.0 | 0 | | 2829918 | 91573 | None | code17 | Providing and laying in Cement Concrete for all Basement & surface level
works, return walls, retaining walls, sunken floors etc. 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, 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 aggregate | Cum | 10237.7 | 10237.7 | 13.56 | False | None | None | False | None | False | 138823.212 | 0 | | 2829919 | 91573 | None | code18 | Supplying, fitting and placing TMT FE 550/550D Steel Reinforcement complete as per drawing and technical specification.. (The laps and wastages shall not be measured separately) | Kgs | 98.4 | 98.4 | 881.4 | False | None | None | False | None | False | 86729.76 | 0 | | 2829920 | 91573 | None | code19 | CC ROAD: Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work. | Cum | 93.5 | 93.5 | 236.95 | False | None | None | False | None | False | 22154.825 | 0 | | 2829921 | 91573 | None | code20 | 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. | Cum | 104.5 | 104.5 | 355.42 | False | None | None | False | None | False | 37141.39 | 0 | | 2829922 | 91573 | None | code21 | 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 | 355.42 | False | None | None | False | None | False | 41051.01 | 0 | | 2829923 | 91573 | None | code22 | 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 | 236.95 | False | None | None | False | None | False | 371940.415 | 0 | | 2829924 | 91573 | None | code23 | Providing and laying in position Cement Concrete for levelling course for
all works in foundation. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in
layers not exceeding 150 mm thickness, well compacted using plate vibrators,
including all lead & lifts, cost of all materials of quality, labour, Usage charges of
machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications. (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 | 296.19 | False | None | None | False | None | False | 1845382.176 | 0 | | 2829925 | 91573 | None | code24 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to
complete the work as per technical specifications. . (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates | Cum | 6969.6 | 6969.6 | 296.19 | False | None | None | False | None | False | 2064325.824 | 0 | | 2829926 | 91573 | None | code25 | RCC DRAIN : 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 | 112.2 | 112.2 | 459.31 | False | None | None | False | None | False | 51534.582 | 0 | | 2829927 | 91573 | None | code26 | 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 | 65.62 | False | None | None | False | None | False | 408838.848 | 0 | | 2829928 | 91573 | None | code27 | 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 | 7303.06 | 7303.06 | 53.31 | False | None | None | False | None | False | 389326.1286 | 0 | | 2829929 | 91573 | None | code28 | 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 | 41.01 | False | None | None | False | None | False | 385069.5465 | 0 | | 2829930 | 91573 | None | code29 | 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 | 5.66 | False | None | None | False | None | False | 491922.486 | 0 | | 2829931 | 91573 | None | code30 | 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. | Sqm | 1020.8 | 1020.8 | 533.13 | False | None | None | False | None | False | 544219.104 | 0 | | 2829932 | 91573 | None | code31 | Electrical work : Short Poles: (Where clearence between messenger wire and ground is inadequate) a. Supplying and fixing 40 mm 2.90 thick G.I.Pipe 1.8 m long complete with atleast 2 nos of through bolts 12 mm dia with M.S.Back plate 100x100x6 mm with eye bolt fixed at the top for dead ending messenger wire with masonry patch work complete as per approved drawing (for single phase installations) | Nos | 220.0 | 220.0 | 180.0 | False | None | None | False | None | False | 39600.0 | 0 | | 2829933 | 91573 | None | code32 | Insulated wire on messenger wire Supplying and strining PVC insulated and PVC Sheathed 650/1100 V class aluminium conductor of sizes supported by 3.14 mm (10 SWG). G.I messenger wire with two break insulator one at each end of the span and with suspenders at intervals of 0.75mtr. Each suspender shall be porcelain reel insulator of suitable bore through which insulated wire shall pass single core. and this reel insulator shall be fixed to the messenger wire using 2mm (No.14 SWG) G.I Wire suitably bent. Seperate reel insulators shall be provided for each wire. The messenger wire shall be dead-ended on the clamp provided to the departmental pole | m | 17.13 | 17.13 | 3000.0 | False | None | None | False | None | False | 51390.0 | 0 | | 2829934 | 91573 | None | code33 | Insulated Wire in Pipe (Single Phase): Supply fixing and wiring service mains in pipe of the following sizes with necessary threaded water tight bends, collars hooks wooden plugs bushing and screws etc.,a. PVC Conduit Pipe, b. Class 'B' G.I.Pipe, c. PVC insulated aluminium 10 Sqmm Wire of 650/1100 V grade | m | 27.0 | 27.0 | 300.0 | False | None | None | False | None | False | 8100.0 | 0 | | 2829935 | 91573 | None | code34 | Single Phase Meter board: a.Supplying, fixing and wiring, T.W.Meter board 300x300x65 mm made out of 15 mm thick plank for the front and 12 mm thick plank for the pack with 40x20 mm batten alround using well seasoned teak wood, fixing them with screws, and smooth finishing with 2 coats of high grade varnish. The back of meter board shall be fixed to the wall by means of screws on atleast 2 Nos of wooden plugs of 40x25x100 mm long well fixed in the wall with necessary masonry patch work etc., complete. The planks for both front and back of the meter board shall be made out of not more than two pieces. | Nos | 300.0 | 300.0 | 100.0 | False | None | None | False | None | False | 30000.0 | 0 | | 2829936 | 91573 | None | code35 | Earthing : a) Supplying, fixing and wiring earth electrodes for grounding conduits, IC cut outs and other equipments on the meter board using 40 mm dia, 2.90 mm thick G.I.pipe 2.5 mtr long burred in a pit. The pit should be filled in with equal proportion of salt and charcoal 150 mm allround the pipe to complete depth. The connection from the pipe to the conduit etc. is to be established through G.I. wire of size as per clause. 7.33 of S 732 using 12 mm dia bolts, nuts washers and checks nuts etc. The pipe shall have 16 through holes of 12 mm dia as per our drawing. | Nos | 2400.0 | 2400.0 | 100.0 | False | None | None | False | None | False | 240000.0 | 0 | | 2829937 | 91573 | None | code36 | Sealable Cutouts: Fixing of ironclad sealable cutouts at consumer’s premises Supply fixing and wiring of sealable cutouts with MS. Sheet cover of not less than 0.9 mm (20 SWG) thick, painted with grey enameled paint both inside and outside on the meter board including porcelain fuse cutouts 600/500 V grade of different capacities conforming to the relevant latest Indian Standard Specifications. | Nos | 150.0 | 150.0 | 100.0 | False | None | None | False | None | False | 15000.0 | 0 | | 2829938 | 91573 | None | code37 | MCB: Supplying and fixing of 16amphs MCB for house | Nos | 210.0 | 210.0 | 100.0 | False | None | None | False | None | False | 21000.0 | 0 | | 2829939 | 91573 | None | code38 | Borewell : Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner orSchlumbergers’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 | 5816.8 | 5816.8 | 1.0 | False | None | None | False | None | False | 5816.8 | 0 | | 2829940 | 91573 | None | code39 | 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 ) Upto 50.00 Mtrs | m | 407.0 | 407.0 | 50.0 | False | None | None | False | None | False | 20350.0 | 0 | | 2829941 | 91573 | None | code40 | Above 50.00 to Upto 100.00 Mtrs | m | 510.4 | 510.4 | 50.0 | False | None | None | False | None | False | 25520.0 | 0 | | 2829942 | 91573 | None | code41 | Above 100.00 to Upto 150.00 Mtrs | m | 542.3 | 542.3 | 50.0 | False | None | None | False | None | False | 27115.0 | 0 | | 2829943 | 91573 | None | code42 | Above 150.00 to Upto 200.00 Mtrs | m | 629.2 | 629.2 | 50.0 | False | None | None | False | None | False | 31460.0 | 0 | | 2829944 | 91573 | None | code43 | Above 200.00 to Upto 250.00 Mtrs | m | 738.1 | 738.1 | 50.0 | False | None | None | False | None | False | 36905.0 | 0 | | 2829945 | 91573 | None | code44 | Above 250.00 to Upto 300.00 Mtrs | m | 814.0 | 814.0 | 50.0 | False | None | None | False | None | False | 40700.0 | 0 | | 2829946 | 91573 | None | code45 | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. | m | 2126.3 | 2126.3 | 36.0 | False | None | None | False | None | False | 76546.8 | 0 | | 2829947 | 91573 | None | code46 | providing and laying at site of work MS casing caps 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 olars 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 the Engineer in charge | Nos | 180.4 | 180.4 | 1.0 | False | None | None | False | None | False | 180.4 | 0 | | 2829948 | 91573 | None | code47 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete.10 kg/m 160mm Dia | m | 1214.4 | 1214.4 | 18.0 | False | None | None | False | None | False | 21859.2 | 0 | | 2829949 | 91573 | None | code48 | 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 of work. For 3 HP etc. 20.00 HP - 135 LPM @ 350 m = 25 STG Outlet Dia - 2.00"complete | No | 89199.0 | 89199.0 | 1.0 | False | None | None | False | None | False | 89199.0 | 0 | | 2829950 | 91573 | None | code49 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. 1x3x6 Sqm. | m | 203.5 | 203.5 | 610.0 | False | None | None | False | None | False | 124135.0 | 0 | | 2829951 | 91573 | None | code50 | 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. Size: 50mm Dia | Nos | 1375.0 | 1375.0 | 4.0 | False | None | None | False | None | False | 5500.0 | 0 | | 2829952 | 91573 | None | code51 | 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 as per specifications.Size: 50mm Dia | Nos | 1402.5 | 1402.5 | 4.0 | False | None | None | False | None | False | 5610.0 | 0 | | 2829953 | 91573 | None | code52 | 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 | Each | 3355.0 | 3355.0 | 48.0 | False | None | None | False | None | False | 161040.0 | 0 | | 2829954 | 91573 | None | code53 | Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clA with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. | Sq CM | 0.38 | 0.38 | 21750.0 | False | None | None | False | None | False | 8265.0 | 0 | | 2829955 | 91573 | None | code54 | Earthing: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. | Job | 4125.0 | 4125.0 | 1.0 | False | None | None | False | None | False | 4125.0 | 0 | | 2829956 | 91573 | None | code55 | 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 selector 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) DOLDirect Online Starter 2) S-D- Star Delta Starter - Outdoor type 6 to 15 HP pumps | Each | 19250.0 | 19250.0 | 1.0 | False | None | None | False | None | False | 19250.0 | 0 | | 2829957 | 91573 | None | code56 | Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. | Kvar | 605.0 | 605.0 | 5.0 | False | None | None | False | None | False | 3025.0 | 0 | | 2829958 | 91573 | None | code57 | Fixing a shunt capacitor of upto 5 kVAR capacity with necessary clA, bolts, and nuts on existing wooden or metal board including banking of more than one capacitor. | Per KVAR | 154.0 | 154.0 | 1.0 | False | None | None | False | None | False | 154.0 | 0 | | 2829959 | 91573 | None | code58 | 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. | Per 3 Poles | 1265.0 | 1265.0 | 1.0 | False | None | None | False | None | False | 1265.0 | 0 | | 2829960 | 91573 | None | code59 | Labour charges for Erection, Electrification and commissioning of Pump 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 specifications, with testing of as per instructions of engineer incharge of work. | Job | 7150.0 | 7150.0 | 1.0 | False | None | None | False | None | False | 7150.0 | 0 | | 2829961 | 91573 | None | code60 | Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work. | Job | 1595.0 | 1595.0 | 1.0 | False | None | None | False | None | False | 1595.0 | 0 | | 2829962 | 91573 | None | code61 | Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. | m | 148.5 | 148.5 | 20.0 | False | None | None | False | None | False | 2970.0 | 0 | | 2829963 | 91573 | None | code62 | Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. | m | 93.5 | 93.5 | 5.0 | False | None | None | False | None | False | 467.5 | 0 | | 2829964 | 91573 | None | code63 | Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work.3.5 x 16 sqmm | m | 297.0 | 297.0 | 25.0 | False | None | None | False | None | False | 7425.0 | 0 | | 2829965 | 91573 | None | code64 | Providing,Supplying and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work. 3.5x10 Sqmm | Each | 495.0 | 495.0 | 1.0 | False | None | None | False | None | False | 495.0 | 0 | | 2829966 | 91573 | None | code65 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers.32A. | Each | 241.0 | 241.0 | 3.0 | False | None | None | False | None | False | 723.0 | 0 | | 2829967 | 91573 | None | code66 | Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 A three phase 4 wire whole current class-1 Accuracy Energy Meter. | Each | 5705.0 | 5705.0 | 1.0 | False | None | None | False | None | False | 5705.0 | 0 | | 2829968 | 91573 | None | code67 | Supplying and fixing hylum plastic sheet 3mm thick with necessary nitches for fixing switches, regulators etc., and fixing on existing wood or metal box using N. F. screws. | Sq CM | 0.35 | 0.35 | 6750.0 | False | None | None | False | None | False | 2362.5 | 0 | | 2829969 | 91573 | None | code68 | Supply and delivery at site Accessories for Single Phase pumpset like SS Groove Nipples,SS Studs & Nuts,Screw Clips &water proof Insulation Tape etc complete with ISI mark. | Set | 4950.0 | 4950.0 | 1.0 | False | None | None | False | None | False | 4950.0 | 0 | | 2829970 | 91573 | None | code69 | Earth work excavation for pipeline trenches in all kinds of soils by Manual means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m | Cum | 532.4 | 532.4 | 1.2 | False | None | None | False | None | False | 638.88 | 0 | | 2829971 | 91573 | None | code70 | Constructing brick masonry chamber of internal dimension 600x450mm 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. | Each | 5270.1 | 5270.1 | 2.0 | False | None | None | False | None | False | 10540.2 | 0 | | 2829972 | 91573 | None | code71 | 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.1.6.1 In all kinds of soils. Depth upto 1.50m | Cum | 532.4 | 532.4 | 101.25 | False | None | None | False | None | False | 53905.5 | 0 | | 2829973 | 91573 | None | code72 | Providing, laying and jointing HDPE pipes of specified grade and
conforming to IS 4984-2016 with latest ammendments and conveying
to work site including loading and unloading at both destinations and
rolling and lowering into trenches, laying true to line and jointing of
pipes and specials with electrofusion welding, giving hydraulic test
as per relevant ISS with all lead and lifts including encasing the pipe
alround to a depth of not less than 15 cms. with soft gravel or selected
earth available from the excation, testing and commissioning. The
rate is exclusive of required specials and fittings wherever necessary
like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete
(Contractor will make his own arrangements for procuring water for
testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used.
For :HDPE Grade PE80-PN8.0,63mm dia | m | 240.9 | 240.9 | 200.0 | False | None | None | False | None | False | 48180.0 | 0 | | 2829974 | 91573 | None | code73 | 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 | Cum | 176.0 | 176.0 | 101.25 | False | None | None | False | None | False | 17820.0 | 0 | | 2829975 | 91573 | None | code74 | Providing and fixing brass bib cock of approved quality : 20 mm nominal bore | Each | 335.5 | 335.5 | 5.0 | False | None | None | False | None | False | 1677.5 | 0 | | 2829976 | 91573 | None | code75 | 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 - 20mm nominal Dia pipes. | m | 416.9 | 416.9 | 15.0 | False | None | None | False | None | False | 6253.5 | 0 | | 2829977 | 91573 | None | code76 | 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. - 32mm nominal Dia pipes. | m | 612.7 | 612.7 | 100.0 | False | None | None | False | None | False | 61270.0 | 0 | | 2829978 | 91573 | None | code77 | BESCOM Deposit (This item not included GST amount and Bescom deposit payment based on Bescom payment vochers, receipts, Challens). | LS | 25000.0 | 25000.0 | 1.0 | False | None | None | False | None | False | 25000.0 | 0 |
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