| 1723108824000 | 0 | None | None | Other Works | Construction of drain from Bandoddi Amalappa house to Ningappa house at ward no 27 and drilling borewell and providing cistern at ward no 25 | 368098.74 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3724172 | 138098 | None | 001 | 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. | Cum | 115.5 | 115.5 | 48.6 | False | None | None | False | None | False | 5613.3 | 0 | | 3724173 | 138098 | None | 002 | 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 ppurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates | Cum | 6039.6 | 6039.6 | 4.05 | False | None | None | False | None | False | 24460.38 | 0 | | 3724174 | 138098 | None | 003 | 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 ranite/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 omplete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6542.55 | 6542.55 | 11.88 | False | None | None | False | None | False | 77725.494 | 0 | | 3724175 | 138098 | None | 004 | Add Centering Charges 35 Additionalities for form work centering Scaffolding etc | Sqm | 2189.6 | 2189.6 | 11.88 | False | None | None | False | None | False | 26012.448 | 0 | | 3724176 | 138098 | None | 005 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation/Substructure/Superstructure complete as per Drawing and Technical Specifications. | Kg | 93.92 | 93.92 | 534.6 | False | None | None | False | None | False | 50209.632 | 0 | | 3724177 | 138098 | None | 006 | 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 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. | Each | 5552.4 | 5552.4 | 1.0 | False | None | None | False | None | False | 5552.4 | 0 | | 3724178 | 138098 | None | 007 | 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 ) | m | 304.5 | 304.5 | 50.0 | False | None | None | False | None | False | 15225.0 | 0 | | 3724179 | 138098 | None | 008 | 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 ) | m | 362.2 | 362.2 | 50.0 | False | None | None | False | None | False | 18110.0 | 0 | | 3724180 | 138098 | None | 009 | 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 | 893.55 | 893.55 | 20.0 | False | None | None | False | None | False | 17871.0 | 0 | | 3724181 | 138098 | 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. | Each | 172.2 | 172.2 | 1.0 | False | None | None | False | None | False | 172.2 | 0 | | 3724182 | 138098 | None | 011 | Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments.1.00 HP/0.75KW 18 STG | Each | 16924.95 | 16924.95 | 1.0 | False | None | None | False | None | False | 16924.95 | 0 | | 3724183 | 138098 | None | 012 | 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 m2 | m | 173.25 | 173.25 | 70.0 | False | None | None | False | None | False | 12127.5 | 0 | | 3724184 | 138098 | None | 013 | Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amLabour 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.endments.1.00 HP/0.75KW 18 STG | Job | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | | 3724185 | 138098 | 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 for outdoor type upto 6 HP pumps | No | 10027.5 | 10027.5 | 1.0 | False | None | None | False | None | False | 10027.5 | 0 | | 3724186 | 138098 | 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. | Job | 1417.5 | 1417.5 | 1.0 | False | None | None | False | None | False | 1417.5 | 0 | | 3724187 | 138098 | None | 016 | 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 3x 6 sqm etc | Rmtr | 141.75 | 141.75 | 15.0 | False | None | None | False | None | False | 2126.25 | 0 | | 3724188 | 138098 | None | 017 | GESCOM Charges etc | Job | 10000.0 | 10000.0 | 1.0 | False | None | None | False | None | False | 10000.0 | 0 | | 3724189 | 138098 | None | 018 | Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments 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. | Job | 3937.5 | 3937.5 | 1.0 | False | None | None | False | None | False | 3937.5 | 0 | | 3724190 | 138098 | None | 019 | Polythylene pipes high density (HDPE) 63mm external dia | Rmtr | 193.2 | 193.2 | 45.0 | False | None | None | False | None | False | 8694.0 | 0 | | 3724191 | 138098 | None | 020 | Providing, Laying and Fixing 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 of 50mm dia | Rmtr | 546.0 | 546.0 | 20.0 | False | None | None | False | None | False | 10920.0 | 0 | | 3724192 | 138098 | None | 021 | Providing, Laying and Fixing 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 of 25mm dia | Rmtr | 308.7 | 308.7 | 11.0 | False | None | None | False | None | False | 3395.7 | 0 | | 3724193 | 138098 | None | 022 | 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 : 50mm | No | 1338.75 | 1338.75 | 1.0 | False | None | None | False | None | False | 1338.75 | 0 | | 3724194 | 138098 | None | 023 | Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for: For 50 mm dia GI elbow | No | 1312.5 | 1312.5 | 1.0 | False | None | None | False | None | False | 1312.5 | 0 | | 3724195 | 138098 | None | 024 | Providing wrought mild steel (galvanized) 50 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if anySupply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for: For 50 mm dia GI elbow | No | 229.95 | 229.95 | 6.0 | False | None | None | False | None | False | 1379.7 | 0 | | 3724196 | 138098 | None | 025 | Providing wrought mild steel (galvanized) 50 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. | No | 229.95 | 229.95 | 6.0 | False | None | None | False | None | False | 1379.7 | 0 | | 3724197 | 138098 | None | 026 | Supply and Fixiing of Bib cock 25mm nominal bore-NP | No | 186.44 | 186.44 | 5.0 | False | None | None | False | None | False | 932.2 | 0 | | 3724198 | 138098 | None | 027 | 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 | 240.45 | 240.45 | 0.9 | False | None | None | False | None | False | 216.405 | 0 | | 3724199 | 138098 | None | 028 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior
excavation with all lifts and lead, transportation to site, spreading,
grading to required slope and compacting to meet the requirement
complete as per specifications, including cost of labour,rolling,water,all
materials,usage& all other appurtenaces required to complete the work. | Cum | 6039.6 | 6039.6 | 0.225 | False | None | None | False | None | False | 1358.91 | 0 | | 3724200 | 138098 | None | 029 | Providing Coursed rubble masonry (first sort) with hard stone in
foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 0.47 | False | None | None | False | None | False | 2769.0285 | 0 | | 3724201 | 138098 | None | 030 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior
excavation with all lifts and lead, transportation to site, spreading,
grading to required slope and compacting to meet the requirement
complete as per specifications, including cost of labour,rolling,water,all
materials,usage& all other appurtenaces required to complete the work. | Cum | 422.1 | 422.1 | 0.729 | False | None | None | False | None | False | 307.7109 | 0 | | 3724202 | 138098 | None | 031 | Providing 12 mm cement plaster finished with a floating coat of neat
cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including
rounding off corners wherever required smooth rendering, providing and
removing scaffolding, including cost of materials, labour, curing complete
as per specifications and as per directions of Engineer-in-charge. | Sqm | 296.1 | 296.1 | 3.9 | False | None | None | False | None | False | 1154.79 | 0 | | 3724203 | 138098 | None | 032 | RCC hume pipe Circular pump house: Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm | Each | 17221.05 | 17221.05 | 1.0 | False | None | None | False | None | False | 17221.05 | 0 | | 3724204 | 138098 | None | 033 | Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work. | Each | 1976.1 | 1976.1 | 1.0 | False | None | None | False | None | False | 1976.1 | 0 | | 3724205 | 138098 | None | 034 | 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, plywood / steel formwork, 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 shall be paid separately). | Cum | 6029.1 | 6029.1 | 1.39 | False | None | None | False | None | False | 8380.449 | 0 | | 3724206 | 138098 | None | 035 | Wall painting with plastic emulsion paint of approved brand and manufacture
to give an even shade: One coats on old work as per specifications
and as per directions of Engineer in charge. | Sqm | 65.1 | 65.1 | 15.725 | False | None | None | False | None | False | 1023.6975 | 0 |
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