| 1723894077000 | 0 | None | None | Water supply/sewage lines | Drilling of Borewell and Installation of cistern at Ward No. 10 Near Shivkumar Naglapurmath house and Construction of 03 Cistern Tank in Ward No. 03 in Kukanur TP Limits | 334811.79 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3797847 | 144019 | None | Code01 | Geophysical investigation at site for sinking borewells for supplying drinking ater 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 econnaissance 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 equired 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. | Each | 5552.4 | 5552.4 | 1.0 | False | None | None | False | None | False | 5552.4 | 0 | | 3797848 | 144019 | None | Code02 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of
capacity 250 PSIG & above 900 CMF and above, in all strata of earth,
including over burden upto 20M, fixing of casing pipes, collars and cap
with ncessary cutting, threading and welding including transportation
of rig and supporting vehicles, crew charges, cost of consumables, cost
of yield test at the final depth with a minimum working of compressor
for one hour etc. complete. The cost excludes the cost of casing pipes,
collars and caps etc.) for: (Above 300m of drilling add 10% for every
50m depth | Mtr | 388.5 | 388.5 | 50.0 | False | None | None | False | None | False | 19425.0 | 0 | | 3797849 | 144019 | None | Code03 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over Burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: (Above 300m of drilling add 10% for every 50m depth | Mtr | 487.2 | 487.2 | 50.0 | False | None | None | False | None | False | 24360.0 | 0 | | 3797850 | 144019 | None | Code04 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over Burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: (Above 300m of drilling add 10% for every 50m depth 12.1.3 Borewell depth of 100 to 150 Mtrs m 493 | Mtr | 517.65 | 517.65 | 30.0 | False | None | None | False | None | False | 15529.5 | 0 | | 3797851 | 144019 | None | Code05 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe 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. for: PVC pipes 160mm dia., 6 kg/sqcm & class 3 10.1.9 PVC pipes 160mm dia., 6 kg/sqcm & class 3 m 618 | Mtr | 648.9 | 648.9 | 12.0 | False | None | None | False | None | False | 7786.8 | 0 | | 3797852 | 144019 | None | Code06 | Providing,supplying to work site, 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,as per necessary
ammendments and instructions of engineer incharge of work. For 13.13.5 5.00 HP - 120 LPM @ 88 m = 14 STG Outlet Dia - 2.00" Each 30819 | Each | 32359.95 | 32359.95 | 1.0 | False | None | None | False | None | False | 32359.95 | 0 | | 3797853 | 144019 | None | Code07 | 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. 1x3x2.5 m2 | Mtr | 89.25 | 89.25 | 200.0 | False | None | None | False | None | False | 17850.0 | 0 | | 3797854 | 144019 | None | Code08 | Supplying, 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.Note: Upto 110mm dia Coil shall be used. For Grade 9.1.1 HDPE Grade PE80-PN6.0, 63mm dia m 189 | Mtr | 198.45 | 198.45 | 100.0 | False | None | None | False | None | False | 19845.0 | 0 | | 3797855 | 144019 | None | Code09 | 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 for outdoor Upto 6 HP pumps 13.23.2 3 to 6 HP pumps Each 9550 | Each | 10027.5 | 10027.5 | 1.0 | False | None | None | False | None | False | 10027.5 | 0 | | 3797856 | 144019 | None | Code10 | 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. | Each | 1522.5 | 1522.5 | 1.0 | False | None | None | False | None | False | 1522.5 | 0 | | 3797857 | 144019 | None | Code11 | 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. | No | 577.5 | 577.5 | 1.0 | False | None | None | False | None | False | 577.5 | 0 | | 3797858 | 144019 | None | Code12 | 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. | Each | 1207.5 | 1207.5 | 1.0 | False | None | None | False | None | False | 1207.5 | 0 | | 3797859 | 144019 | None | Code13 | 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. | Each | 1522.5 | 1522.5 | 1.0 | False | None | None | False | None | False | 1522.5 | 0 | | 3797860 | 144019 | None | Code14 | 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. | Cum | 254.1 | 254.1 | 2.592 | False | None | None | False | None | False | 658.6272 | 0 | | 3797861 | 144019 | None | Code15 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 0.576 | False | None | None | False | None | False | 3425.5872 | 0 | | 3797862 | 144019 | None | Code16 | Providing Random rubble masonry with hard stone in foundation and
plinth including levelling up with cement concrete 1:6:12 (1 cement : 6
coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth
level with : | Cum | 5947.2 | 5947.2 | 4.608 | False | None | None | False | None | False | 27404.6976 | 0 | | 3797863 | 144019 | None | Code17 | Filling approved 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 | 454.65 | 454.65 | 2.592 | False | None | None | False | None | False | 1178.4528 | 0 | | 3797864 | 144019 | None | Code18 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 6639.15 | 6639.15 | 0.9 | False | None | None | False | None | False | 5975.235 | 0 | | 3797865 | 144019 | None | Code19 | RCC hume pipe Cir pump house Providing precast RCC Circular Hume pipe pump house with and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm etc. complete. | Cum | 14000.0 | 14000.0 | 4.0 | False | None | None | False | None | False | 56000.0 | 0 | | 3797866 | 144019 | None | Code20 | 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 incharge of the work | Each | 1976.1 | 1976.1 | 4.0 | False | None | None | False | None | False | 7904.4 | 0 | | 3797867 | 144019 | None | Code21 | Providing and construction of platform in CC 1:2:4 proportion using hard granite or basalt or trap jelly of 20mm and down size for India Mark-II hand pump as per approved drawing enclosed to the S.R (UNICEF standard), including machine mixing, laying, tamping, curing and smooth finishing of exposed faces in CM 1:3 with necessary moulds, including earth work excavation with all leads of materials etc. complete | Each | 4441.5 | 4441.5 | 4.0 | False | None | None | False | None | False | 17766.0 | 0 | | 3797868 | 144019 | None | Code22 | 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.13.32.4 32 mm nominal dia pipes m 557.00 | Each | 584.85 | 584.85 | 40.0 | False | None | None | False | None | False | 23394.0 | 0 | | 3797869 | 144019 | None | Code23 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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. | Cum | 275.1 | 275.1 | 21.9375 | False | None | None | False | None | False | 6035.00625 | 0 | | 3797870 | 144019 | None | Code24 | Supplying, 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. Note: Upto 75mm dia Coil shall be used. For Grade PE80 PN8 | Mtr | 300.3 | 300.3 | 65.0 | False | None | None | False | None | False | 19519.5 | 0 | | 3797871 | 144019 | None | Code25 | 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(Vol I Page no 07 Item no 1.10) | Cum | 168.0 | 168.0 | 26.037 | False | None | None | False | None | False | 4374.216 | 0 | | 3797872 | 144019 | None | Code26 | Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials 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 Specials 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 hav to make his own arrangement for procuring water for testing etc | Each | 257.25 | 257.25 | 2.0 | False | None | None | False | None | False | 514.5 | 0 | | 3797873 | 144019 | None | Code27 | 80 IDBend - fitting for80mm dia pipes | Each | 1018.5 | 1018.5 | 2.0 | False | None | None | False | None | False | 2037.0 | 0 | | 3797874 | 144019 | None | Code28 | 90 X75 MM ELECTRO Fusipon Reducer | Each | 529.2 | 529.2 | 2.0 | False | None | None | False | None | False | 1058.4 | 0 |
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