| 1706943212000 | 0 | None | None | Other Works | Drilling of borewell with pipeline in various locality of W.No.29 & Construction of CC road & Drain in various locality of W.No.29 in Kalaburagi City.(15th FC 2023-24)(Est Cost Rs.15.00 Lakhs)(Category-SC) | 1257843.83 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2414892 | 72319 | None | 001 | 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. etc. complete. (volume-V, SR 2023-24, It.No.12.4, Pg.No.140) | Each | 5552.4 | 5552.4 | 3.0 | False | None | None | False | None | False | 16657.2 | 0 | | 2414893 | 72319 | None | 002 | 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 ) (Above 450m of drilling add 10% for every 50m depth) Borewell depth of 0 to 50 Mtrs (Volume-V, SR 2023-24, It.No.12.1.1,Pg.No.139) | m | 388.5 | 388.5 | 150.0 | False | None | None | False | None | False | 58275.0 | 0 | | 2414894 | 72319 | None | 003 | 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 ) (Above 450m of drilling add 10% for every 50m depth) Borewell depth of 50 to 100 Mtrs (Volume-V, SR 2023-24, It.No.12.1.2, Pg.No.139) | m | 487.2 | 487.2 | 150.0 | False | None | None | False | None | False | 73080.0 | 0 | | 2414895 | 72319 | None | 004 | 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 ) (Above 450m of drilling add 10% for every 50m depth) Borewell depth of 100 to 150 Mtrs (volume-V, SR. 2023-24, It.No.12.1.3, Pg.No.139) | m | 517.65 | 517.65 | 60.0 | False | None | None | False | None | False | 31059.0 | 0 | | 2414896 | 72319 | None | 005 | PVC pipes of 6 Kg/cm2 for 160mm(3.923) (Volume-V, SR 2023-24, It.No.678, Pg.No.A-45) | m | 466.2 | 466.2 | 18.0 | False | None | None | False | None | False | 8391.6 | 0 | | 2414897 | 72319 | None | 006 | PVC pipes of 4 Kg/cm2 for 110mm(1.315)) (volume-V, SR 2023-24, It.No.667 Pg.No.A-44) | m | 152.25 | 152.25 | 360.0 | False | None | None | False | None | False | 54810.0 | 0 | | 2414898 | 72319 | None | 007 | 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 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 the Engineer in charge (Volume-V,SR 2023-24, It.No.12.34,Pg.No.143) | Each | 172.2 | 172.2 | 3.0 | False | None | None | False | None | False | 516.6 | 0 | | 2414899 | 72319 | None | 008 | 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. 12 STG (Volume-V, SR 2023-24, It.No.13.7.3, Pg.No.150) | Each | 16188.9 | 16188.9 | 3.0 | False | None | None | False | None | False | 48566.7 | 0 | | 2414900 | 72319 | None | 009 | Supply and delivery at site Stringing of heavy duty Naylone/PP rope with ISI etc complete suitable for Single phase Pumpsets (Volume-V, SR 2023-24, It.No.13.31, Pg.No.155) | m | 42.0 | 42.0 | 345.0 | False | None | None | False | None | False | 14490.0 | 0 | | 2414901 | 72319 | None | 010 | 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 (Volume-V, SR 2023-24, It.No.13.32, Pg.No.156) | Job | 6825.0 | 6825.0 | 3.0 | False | None | None | False | None | False | 20475.0 | 0 | | 2414902 | 72319 | None | 011 | 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 1x3x4 Sqm (Volume-V, SR 2023-24, It.No.13.22.3, Pg.No.154) | m | 141.75 | 141.75 | 360.0 | False | None | None | False | None | False | 51030.0 | 0 | | 2414903 | 72319 | None | 012 | Polythlene pipes high density (HDPE) 40mm external dia (PRE WS DSR Klb for 2019-20, Pg.No.26 I.NO.0304) | m | 152.54 | 152.54 | 345.0 | False | None | None | False | None | False | 52626.3 | 0 | | 2414904 | 72319 | None | 013 | 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 Size 50 mm (Volume-V, SR. 2023-24, It.No.13.25, Pg.No.154) | Each | 1312.5 | 1312.5 | 3.0 | False | None | None | False | None | False | 3937.5 | 0 | | 2414905 | 72319 | None | 014 | 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) DOL- Direct Online Starter 2) S-D- Star Delta Starter etc. complete Upto 3 HP pumps(Volume-V, SR 2023-24,It.No.13.32, Pg.No.155) | Each | 7875.0 | 7875.0 | 3.0 | False | None | None | False | None | False | 23625.0 | 0 | | 2414906 | 72319 | None | 015 | 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.(volume-V, SR 2023-24,It.No.13.34, Pg.No.156) | Job | 1522.5 | 1522.5 | 2.0 | False | None | None | False | None | False | 3045.0 | 0 | | 2414907 | 72319 | None | 016 | 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 (Volume-V, SR 2023-24, It.No.13.25,Pg.No.155) | Kvar | 577.5 | 577.5 | 3.0 | False | None | None | False | None | False | 1732.5 | 0 | | 2414908 | 72319 | None | 017 | 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 (volume-V, SR 2023-24, It.No.13.26, Pg.No.155) | Per 3 Poles | 1207.5 | 1207.5 | 3.0 | False | None | None | False | None | False | 3622.5 | 0 | | 2414909 | 72319 | None | 018 | 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 and offx 6 sqmm (Volume-V, SR 2023-24, It.No.13.35.2,Pg.No.156) | m | 168.0 | 168.0 | 90.0 | False | None | None | False | None | False | 15120.0 | 0 | | 2414910 | 72319 | None | 019 | Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete Medium Duty GI pipe of 50mm dia (Volume-V, SR 2023-24, It.No.11.2.6, Pg.No.127) | m | 613.2 | 613.2 | 6.0 | False | None | None | False | None | False | 3679.2 | 0 | | 2414911 | 72319 | None | 020 | GESCOM Charges As Per RR and Vouchers.(Meter Connection Charges) | No | 6090.0 | 6090.0 | 3.0 | False | None | None | False | None | False | 18270.0 | 0 | | 2414912 | 72319 | None | 021 | Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipment's on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia (Volume-V, SR 2023-24, It.No.13.39, Pg.No.157) | Job | 3937.5 | 3937.5 | 3.0 | False | None | None | False | None | False | 11812.5 | 0 | | 2414913 | 72319 | None | 022 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately (Volume-III, SR 2023-24, It.No.2.19, Pg.No.12) | Cum | 591.15 | 591.15 | 7.5 | False | None | None | False | None | False | 4433.625 | 0 | | 2414914 | 72319 | None | 023 | 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 (Volume-I, SR 2023-24, It.No.1.12,Pg.No.8) | Cum | 99.75 | 99.75 | 36.0 | False | None | None | False | None | False | 3591.0 | 0 | | 2414915 | 72319 | None | 024 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Volume-III, SR 2023-24, It.No.3.6, Pg.No.17) | Cum | 517.65 | 517.65 | 20.25 | False | None | None | False | None | False | 10482.4125 | 0 | | 2414916 | 72319 | None | 025 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material (Volume-III, Sr. 2023-24,It.No.4.1A5, Pg.No.23) | Cum | 2611.35 | 2611.35 | 12.0 | False | None | None | False | None | False | 31336.2 | 0 | | 2414917 | 72319 | None | 026 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density (volume-III, SR 2023-24, It.No.4.17, Pg.No.26) | Cum | 2686.95 | 2686.95 | 9.0 | False | None | None | False | None | False | 24182.55 | 0 | | 2414918 | 72319 | None | 027 | 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:383:2016:, 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. (Volume-III, Sr2023-24, It.No.16.28, Pg.No.149) | Cum | 7091.7 | 7091.7 | 16.88 | False | None | None | False | None | False | 119707.896 | 0 | | 2414919 | 72319 | None | 028 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances completeUpto 0.30m depth (Volume-V, SR 2023-24, It.No.16.28.1, Pg.No.198) | Each | 8577.45 | 8577.45 | 1.0 | False | None | None | False | None | False | 8577.45 | 0 | | 2414920 | 72319 | None | 029 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead By Mechanical MeansCement Concrete Grade M-15 & M-20 (Volume-III, SR 2023-24, It.No.2.8 II a Pg.No.10) | Cum | 754.95 | 754.95 | 29.87 | False | None | None | False | None | False | 22550.3565 | 0 | | 2414921 | 72319 | None | 030 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates (volume-I, Sr 2023-24,It.No.2.1.1,Pg.No.15) | Cum | 5604.9 | 5604.9 | 9.05 | False | None | None | False | None | False | 50724.345 | 0 | | 2414922 | 72319 | None | 031 | 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 specificationSub structure of Bridges (volume-I, SR 2023-24, It.No.2.11C, Pg.No.18) | Tonne | 90754.65 | 90754.65 | 2.17 | False | None | None | False | None | False | 196937.5905 | 0 | | 2414923 | 72319 | None | 032 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (volume-I, SR 2023-24, It.No.2.4.2, Pg.No.16) | Cum | 8962.85 | 8962.85 | 30.18 | False | None | None | False | None | False | 270498.813 | 0 |
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