createdTs	None
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noticeInvitingTenderDTO	createdTs 1726741711472 version 6 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy RESERVED invitingStrategyText Reserved taxType INCLUSIVE_TAX tenderFee 730.00 emd 29119.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 30-09-2024 17:00:00 tenderQueryClose 30-09-2024 11:00:00 technicalBidOpen None publishedDate 19-09-2024 18:43:52 publishedByPost TMC_CO_GMK publishedByUser KPE14757 - BHARATHI bidValidityPeriod 90 noOfCalls 2 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson JE TMC GURUMITKAL splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber None mobileNumber 8884004378 tenderSupplierList None
tenderSchedule	createdTs 1726741711474 version 13 createdDate None modifiedDate None tenderNumber DMA/2024-25/WS/WORK_INDENT22229/CALL-2 title Drilling of Borewells and installation of Cistern tanks in ward no 1 2 7 9 11 14 15 16 20 21 and Construction of Rain Water Harvesting to Town Hall in Gurumitkal Town. Reserved for SC Category description Drilling of Borewells and installation of Cistern tanks in ward no 1 2 7 9 11 14 15 16 20 21 and Construction of Rain Water Harvesting to Town Hall Center Reserved for SC Category category WORKS categoryText Works ecv 2911894.52 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2433 locationName DMA Town Municipal Council Gurmitkala provisionalAmount 3510000.0 groupOverheadTotal None fileNumber 15FTG/2023-24/GKL/76
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1726741712000 1 None None Water supply/sewage lines Drilling of Borewells and installation of Cistern tanks in ward no 1 2 7 9 11 14 15 16 20 21 and Construction of Rain Water Harvesting to Town Hall Center 2911894.52 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4030101 156305 None code01 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. Cum 313.95 313.95 65.25 False None None False None False 20485.2375 0 4030102 156305 None code02 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates Cum 6288.45 6288.45 0.9667 False None None False None False 6079.044615 0 4030103 156305 None code03 Providing Brick work with common burnt clay modular bricks of classdesignation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement: 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 9317.7 9317.7 13.833 False None None False None False 128891.7441 0 4030104 156305 None code04 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 110mm dia m 431.55 431.55 140.0 False None None False None False 60417.0 0 4030105 156305 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 90mm dia m 308.7 308.7 55.0 False None None False None False 16978.5 0 4030106 156305 None code06 Brick bats filling Cum 840.0 840.0 20.6 False None None False None False 17304.0 0 4030107 156305 None code07 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriagemof 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 -III Material Cum 2636.55 2636.55 12.36 False None None False None False 32587.758 0 4030108 156305 None code08 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 168.0 168.0 57.68 False None None False None False 9690.24 0 4030109 156305 None code09 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 Each 5552.4 5552.4 1.0 False None None False None False 5552.4 0 4030110 156305 None code10 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 )Borewell depth of 0 to 50 Mtrs m 388.5 388.5 50.0 False None None False None False 19425.0 0 4030111 156305 None code11 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 )Borewell depth of 50 to 100 Mtrs m 487.2 487.2 50.0 False None None False None False 24360.0 0 4030112 156305 None code12 Supply of PVC pipes of 10 Kg/cm2 for 160mm m 756.0 756.0 18.0 False None None False None False 13608.0 0 4030113 156305 None code13 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 Each 172.2 172.2 1.0 False None None False None False 172.2 0 4030114 156305 None code14 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 instruction engineer in charge 1.00 HP/0.75KW 18 STG Each 16464.0 16464.0 1.0 False None None False None False 16464.0 0 4030115 156305 None code15 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 141.75 141.75 85.0 False None None False None False 12048.75 0 4030116 156305 None code16 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 6825.0 6825.0 1.0 False None None False None False 6825.0 0 4030117 156305 None code17 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.for outdoor Upto 3 HP pumps Each 7875.0 7875.0 1.0 False None None False None False 7875.0 0 4030118 156305 None code18 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 1522.5 1522.5 1.0 False None None False None False 1522.5 0 4030119 156305 None code19 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 141.75 141.75 50.0 False None None False None False 7087.5 0 4030120 156305 None code20 32mm Normal gauge polythene bore pipes m 74.55 74.55 75.0 False None None False None False 5591.25 0 4030121 156305 None code21 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 No 1312.5 1312.5 2.0 False None None False None False 2625.0 0 4030122 156305 None code22 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 1312.5 1312.5 2.0 False None None False None False 2625.0 0 4030123 156305 None code23 Brass bib-cock 20 mm dia Each 183.75 183.75 8.0 False None None False None False 1470.0 0 4030124 156305 None code24 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.Heavy Duty GI pipe of 32mm dia m 449.4 449.4 60.0 False None None False None False 26964.0 0 4030125 156305 None code25 Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any For 32mm dia GI collar Each 184.8 184.8 8.0 False None None False None False 1478.4 0 4030126 156305 None code26 Providing wrought mild steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any For 32mm dia GI elbow No 168.0 168.0 4.0 False None None False None False 672.0 0 4030127 156305 None code27 Providing wrought mild steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any For 32 mm dia GI tee No 184.8 184.8 4.0 False None None False None False 739.2 0 4030128 156305 None code28 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 313.95 313.95 1.8 False None None False None False 565.11 0 4030129 156305 None code29 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates Cum 6288.5 6288.5 0.45 False None None False None False 2829.825 0 4030130 156305 None code30 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6948.9 6948.9 0.9 False None None False None False 6254.01 0 4030131 156305 None code31 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 497.7 497.7 1.458 False None None False None False 725.6466 0 4030132 156305 None code32 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 339.15 339.15 7.2 False None None False None False 2441.88 0 4030133 156305 None code33 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 17221.0 17221.0 2.0 False None None False None False 34442.0 0 4030134 156305 None code34 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 2.0 False None None False None False 3952.2 0 4030135 156305 None code35 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 6288.5 6288.5 2.5665 False None None False None False 16139.43525 0 4030136 156305 None code36 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 86.1 86.1 31.45 False None None False None False 2707.845 0 4030137 156305 None code37 Supplying and fixing Electronic Trivector Meter (ETV) suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired Each 4609.0 4609.0 1.0 False None None False None False 4609.0 0 4030138 156305 None code38 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 Each 5552.4 5552.4 1.0 False None None False None False 5552.4 0 4030139 156305 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 )Borewell depth of 0 to 50 Mtrs m 388.5 388.5 50.0 False None None False None False 19425.0 0 4030140 156305 None code40 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 )Borewell depth of 50 to 100 Mtrs m 487.2 487.2 50.0 False None None False None False 24360.0 0 4030141 156305 None code41 Supply of PVC pipes of 10 Kg/cm2 for 160mm m 756.0 756.0 18.0 False None None False None False 13608.0 0 4030142 156305 None code42 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 Each 172.2 172.2 1.0 False None None False None False 172.2 0 4030143 156305 None code43 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 instruction engineer in charge 1.00 HP/0.75KW 18 STG Each 16464.0 16464.0 1.0 False None None False None False 16464.0 0 4030144 156305 None code44 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 141.75 141.75 85.0 False None None False None False 12048.75 0 4030145 156305 None code45 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 6825.0 6825.0 1.0 False None None False None False 6825.0 0 4030146 156305 None code46 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.for outdoor Upto 3 HP pumps Each 7875.0 7875.0 1.0 False None None False None False 7875.0 0 4030147 156305 None code47 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 1522.5 1522.5 1.0 False None None False None False 1522.5 0 4030148 156305 None code48 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 141.75 141.75 50.0 False None None False None False 7087.5 0 4030149 156305 None code49 32mm Normal gauge polythene bore pipes m 74.55 74.55 75.0 False None None False None False 5591.25 0 4030150 156305 None code50 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 No 1312.5 1312.5 2.0 False None None False None False 2625.0 0 4030151 156305 None code51 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 1312.5 1312.5 2.0 False None None False None False 2625.0 0 4030152 156305 None code52 Brass bib-cock 20 mm dia Each 183.75 183.75 8.0 False None None False None False 1470.0 0 4030153 156305 None code53 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.Heavy Duty GI pipe of 32mm dia m 449.4 449.4 60.0 False None None False None False 26964.0 0 4030154 156305 None code54 Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any For 32mm dia GI collar Each 184.8 184.8 8.0 False None None False None False 1478.4 0 4030155 156305 None code55 Providing wrought mild steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any For 32mm dia GI elbow No 168.0 168.0 4.0 False None None False None False 672.0 0 4030156 156305 None code56 Providing wrought mild steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any For 32 mm dia GI tee No 184.8 184.8 4.0 False None None False None False 739.2 0 4030157 156305 None code57 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 313.95 313.95 1.8 False None None False None False 565.11 0 4030158 156305 None code58 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates Cum 6288.5 6288.5 0.45 False None None False None False 2829.825 0 4030159 156305 None code59 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6948.9 6948.9 0.9 False None None False None False 6254.01 0 4030160 156305 None code60 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 497.7 497.7 1.458 False None None False None False 725.6466 0 4030161 156305 None code61 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 339.15 339.15 7.2 False None None False None False 2441.88 0 4030162 156305 None code62 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 17221.0 17221.0 2.0 False None None False None False 34442.0 0 4030163 156305 None code63 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 2.0 False None None False None False 3952.2 0 4030164 156305 None code64 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 6288.5 6288.5 2.5665 False None None False None False 16139.43525 0 4030165 156305 None code65 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 86.1 86.1 31.45 False None None False None False 2707.845 0 4030166 156305 None code66 Supplying and fixing Electronic Trivector Meter (ETV) suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired Each 4609.0 4609.0 1.0 False None None False None False 4609.0 0 4030167 156305 None code67 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 Each 5552.4 5552.4 1.0 False None None False None False 5552.4 0 4030168 156305 None code68 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 )Borewell depth of 0 to 50 Mtrs m 388.5 388.5 50.0 False None None False None False 19425.0 0 4030169 156305 None code69 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 )Borewell depth of 50 to 100 Mtrs m 487.2 487.2 50.0 False None None False None False 24360.0 0 4030170 156305 None code70 Supply of PVC pipes of 10 Kg/cm2 for 160mm m 756.0 756.0 18.0 False None None False None False 13608.0 0 4030171 156305 None code71 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 Each 172.2 172.2 1.0 False None None False None False 172.2 0 4030172 156305 None code72 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 instruction engineer in charge 1.00 HP/0.75KW 18 STG Each 16464.0 16464.0 1.0 False None None False None False 16464.0 0 4030173 156305 None code73 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 141.75 141.75 85.0 False None None False None False 12048.75 0 4030174 156305 None code74 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 6825.0 6825.0 1.0 False None None False None False 6825.0 0 4030175 156305 None code75 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.for outdoor Upto 3 HP pumps Each 7875.0 7875.0 1.0 False None None False None False 7875.0 0 4030176 156305 None code76 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 1522.5 1522.5 1.0 False None None False None False 1522.5 0 4030177 156305 None code77 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 141.75 141.75 50.0 False None None False None False 7087.5 0 4030178 156305 None code78 32mm Normal gauge polythene bore pipes m 74.55 74.55 75.0 False None None False None False 5591.25 0 4030179 156305 None code79 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 No 1312.5 1312.5 2.0 False None None False None False 2625.0 0 4030180 156305 None code80 Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments 50mm No 1312.5 1312.5 2.0 False None None False None False 2625.0 0 4030181 156305 None code81 Brass bib-cock 20 mm dia Each 183.75 183.75 8.0 False None None False None False 1470.0 0 4030182 156305 None code82 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.Heavy Duty GI pipe of 32mm dia m 449.4 449.4 60.0 False None None False None False 26964.0 0 4030183 156305 None code83 Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any For 32mm dia GI collar Each 184.8 184.8 8.0 False None None False None False 1478.4 0 4030184 156305 None code84 Providing wrought mild steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any For 32mm dia GI elbow No 168.0 168.0 4.0 False None None False None False 672.0 0 4030185 156305 None code85 Providing wrought mild steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any For 32 mm dia GI tee No 184.8 184.8 4.0 False None None False None False 739.2 0 4030186 156305 None code86 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 313.95 313.95 1.8 False None None False None False 565.11 0 4030187 156305 None code87 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates Cum 6288.5 6288.5 0.45 False None None False None False 2829.825 0 4030188 156305 None code88 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6948.9 6948.9 0.9 False None None False None False 6254.01 0 4030189 156305 None code89 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 497.7 497.7 1.458 False None None False None False 725.6466 0 4030190 156305 None code90 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 339.15 339.15 7.2 False None None False None False 2441.88 0 4030191 156305 None code91 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 17221.0 17221.0 2.0 False None None False None False 34442.0 0 4030192 156305 None code92 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 2.0 False None None False None False 3952.2 0 4030193 156305 None code93 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 6288.5 6288.5 2.5665 False None None False None False 16139.43525 0 4030194 156305 None code94 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 86.1 86.1 31.45 False None None False None False 2707.845 0 4030195 156305 None code95 Supplying and fixing Electronic Trivector Meter (ETV) suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired Each 4609.0 4609.0 1.0 False None None False None False 4609.0 0 4030196 156305 None code96 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 Each 5552.4 5552.4 1.0 False None None False None False 5552.4 0 4030197 156305 None code97 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 )Borewell depth of 0 to 50 Mtrs m 388.5 388.5 50.0 False None None False None False 19425.0 0 4030198 156305 None code98 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 )Borewell depth of 50 to 100 Mtrs m 487.2 487.2 50.0 False None None False None False 24360.0 0 4030199 156305 None code99 Supply of PVC pipes of 10 Kg/cm2 for 160mm m 756.0 756.0 18.0 False None None False None False 13608.0 0 4030200 156305 None code100 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 Each 172.2 172.2 1.0 False None None False None False 172.2 0 4030201 156305 None code101 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 instruction engineer in charge 1.00 HP/0.75KW 18 STG Each 16464.0 16464.0 1.0 False None None False None False 16464.0 0 4030202 156305 None code102 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 141.75 141.75 85.0 False None None False None False 12048.75 0 4030203 156305 None code103 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 6825.0 6825.0 1.0 False None None False None False 6825.0 0 4030204 156305 None code104 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.for outdoor Upto 3 HP pumps Each 7875.0 7875.0 1.0 False None None False None False 7875.0 0 4030205 156305 None code105 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 1522.5 1522.5 1.0 False None None False None False 1522.5 0 4030206 156305 None code106 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 141.75 141.75 50.0 False None None False None False 7087.5 0 4030207 156305 None code107 32mm Normal gauge polythene bore pipes m 74.55 74.55 75.0 False None None False None False 5591.25 0 4030208 156305 None code108 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 No 1312.5 1312.5 2.0 False None None False None False 2625.0 0 4030209 156305 None code109 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 1312.5 1312.5 2.0 False None None False None False 2625.0 0 4030210 156305 None code110 Brass bib-cock 20 mm dia Each 183.75 183.75 8.0 False None None False None False 1470.0 0 4030211 156305 None code111 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.Heavy Duty GI pipe of 32mm dia m 449.4 449.4 60.0 False None None False None False 26964.0 0 4030212 156305 None code112 Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any For 32mm dia GI collar Each 184.8 184.8 8.0 False None None False None False 1478.4 0 4030213 156305 None code113 Providing wrought mild steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any For 32mm dia GI elbow No 168.0 168.0 4.0 False None None False None False 672.0 0 4030214 156305 None code114 Providing wrought mild steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any For 32 mm dia GI tee No 184.8 184.8 4.0 False None None False None False 739.2 0 4030215 156305 None code115 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 313.95 313.95 1.8 False None None False None False 565.11 0 4030216 156305 None code116 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates Cum 6288.5 6288.5 0.45 False None None False None False 2829.825 0 4030217 156305 None code117 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6948.9 6948.9 0.9 False None None False None False 6254.01 0 4030218 156305 None code118 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 497.7 497.7 1.458 False None None False None False 725.6466 0 4030219 156305 None code119 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 339.15 339.15 7.2 False None None False None False 2441.88 0 4030220 156305 None code120 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 17221.0 17221.0 2.0 False None None False None False 34442.0 0 4030221 156305 None code121 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 2.0 False None None False None False 3952.2 0 4030222 156305 None code122 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 6288.5 6288.5 2.5665 False None None False None False 16139.43525 0 4030223 156305 None code123 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 86.1 86.1 31.45 False None None False None False 2707.845 0 4030224 156305 None code124 Supplying and fixing Electronic Trivector Meter (ETV) suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired Each 4609.0 4609.0 1.0 False None None False None False 4609.0 0 4030225 156305 None code125 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 Each 5552.4 5552.4 1.0 False None None False None False 5552.4 0 4030226 156305 None code126 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 )Borewell depth of 0 to 50 Mtrs m 388.5 388.5 50.0 False None None False None False 19425.0 0 4030227 156305 None code127 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 )Borewell depth of 50 to 100 Mtrs m 487.2 487.2 50.0 False None None False None False 24360.0 0 4030228 156305 None code128 Supply of PVC pipes of 10 Kg/cm2 for 160mm m 756.0 756.0 18.0 False None None False None False 13608.0 0 4030229 156305 None code129 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 Each 172.2 172.2 1.0 False None None False None False 172.2 0 4030230 156305 None code130 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 instruction engineer in charge 1.00 HP/0.75KW 18 STG Each 16464.0 16464.0 1.0 False None None False None False 16464.0 0 4030231 156305 None code131 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 141.75 141.75 85.0 False None None False None False 12048.75 0 4030232 156305 None code132 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 6825.0 6825.0 1.0 False None None False None False 6825.0 0 4030233 156305 None code133 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.for outdoor Upto 3 HP pumps Each 7875.0 7875.0 1.0 False None None False None False 7875.0 0 4030234 156305 None code134 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 1522.5 1522.5 1.0 False None None False None False 1522.5 0 4030235 156305 None code135 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 141.75 141.75 50.0 False None None False None False 7087.5 0 4030236 156305 None code136 32mm Normal gauge polythene bore pipes m 74.55 74.55 75.0 False None None False None False 5591.25 0 4030237 156305 None code137 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 No 1312.5 1312.5 2.0 False None None False None False 2625.0 0 4030238 156305 None code138 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 1312.5 1312.5 2.0 False None None False None False 2625.0 0 4030239 156305 None code139 Brass bib-cock 20 mm dia Each 183.75 183.75 8.0 False None None False None False 1470.0 0 4030240 156305 None code140 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.Heavy Duty GI pipe of 32mm dia m 449.4 449.4 60.0 False None None False None False 26964.0 0 4030241 156305 None code141 Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any For 32mm dia GI collar Each 184.8 184.8 8.0 False None None False None False 1478.4 0 4030242 156305 None code142 Providing wrought mild steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any For 32mm dia GI elbow No 168.0 168.0 4.0 False None None False None False 672.0 0 4030243 156305 None code143 Providing wrought mild steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any For 32 mm dia GI tee No 184.8 184.8 4.0 False None None False None False 739.2 0 4030244 156305 None code144 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 313.95 313.95 1.8 False None None False None False 565.11 0 4030245 156305 None code145 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates Cum 6288.5 6288.5 0.45 False None None False None False 2829.825 0 4030246 156305 None code146 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6948.9 6948.9 0.9 False None None False None False 6254.01 0 4030247 156305 None code147 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 497.7 497.7 1.458 False None None False None False 725.6466 0 4030248 156305 None code148 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 339.15 339.15 7.2 False None None False None False 2441.88 0 4030249 156305 None code149 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 17221.0 17221.0 2.0 False None None False None False 34442.0 0 4030250 156305 None code150 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 2.0 False None None False None False 3952.2 0 4030251 156305 None code151 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 6288.5 6288.5 2.5665 False None None False None False 16139.43525 0 4030252 156305 None code152 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 86.1 86.1 31.45 False None None False None False 2707.845 0 4030253 156305 None code153 Supplying and fixing Electronic Trivector Meter (ETV) suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired Each 4609.0 4609.0 1.0 False None None False None False 4609.0 0 4030254 156305 None code154 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 Each 5552.4 5552.4 1.0 False None None False None False 5552.4 0 4030255 156305 None code155 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 )Borewell depth of 0 to 50 Mtrs m 388.5 388.5 50.0 False None None False None False 19425.0 0 4030256 156305 None code156 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 )Borewell depth of 50 to 100 Mtrs m 487.2 487.2 50.0 False None None False None False 24360.0 0 4030257 156305 None code157 Supply of PVC pipes of 10 Kg/cm2 for 160mm m 756.0 756.0 18.0 False None None False None False 13608.0 0 4030258 156305 None code158 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 Each 172.2 172.2 1.0 False None None False None False 172.2 0 4030259 156305 None code159 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 instruction engineer in charge 1.00 HP/0.75KW 18 STG Each 16464.0 16464.0 1.0 False None None False None False 16464.0 0 4030260 156305 None code160 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 141.75 141.75 85.0 False None None False None False 12048.75 0 4030261 156305 None code161 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 6825.0 6825.0 1.0 False None None False None False 6825.0 0 4030262 156305 None code162 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.for outdoor Upto 3 HP pumps Each 7875.0 7875.0 1.0 False None None False None False 7875.0 0 4030263 156305 None code163 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 1522.5 1522.5 1.0 False None None False None False 1522.5 0 4030264 156305 None code164 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 141.75 141.75 50.0 False None None False None False 7087.5 0 4030265 156305 None code165 32mm Normal gauge polythene bore pipes m 74.55 74.55 75.0 False None None False None False 5591.25 0 4030266 156305 None code166 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 No 1312.5 1312.5 2.0 False None None False None False 2625.0 0 4030267 156305 None code167 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 1312.5 1312.5 2.0 False None None False None False 2625.0 0 4030268 156305 None code168 Brass bib-cock 20 mm dia Each 183.75 183.75 8.0 False None None False None False 1470.0 0 4030269 156305 None code169 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.Heavy Duty GI pipe of 32mm dia m 449.4 449.4 60.0 False None None False None False 26964.0 0 4030270 156305 None code170 Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any For 32mm dia GI collar Each 184.8 184.8 8.0 False None None False None False 1478.4 0 4030271 156305 None code171 Providing wrought mild steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any For 32mm dia GI elbow No 168.0 168.0 4.0 False None None False None False 672.0 0 4030272 156305 None code172 Providing wrought mild steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any For 32 mm dia GI tee No 184.8 184.8 4.0 False None None False None False 739.2 0 4030273 156305 None code173 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 313.95 313.95 1.8 False None None False None False 565.11 0 4030274 156305 None code174 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates Cum 6288.5 6288.5 0.45 False None None False None False 2829.825 0 4030275 156305 None code175 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6948.9 6948.9 0.9 False None None False None False 6254.01 0 4030276 156305 None code176 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 497.7 497.7 1.458 False None None False None False 725.6466 0 4030277 156305 None code177 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 339.15 339.15 7.2 False None None False None False 2441.88 0 4030278 156305 None code178 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 17221.0 17221.0 2.0 False None None False None False 34442.0 0 4030279 156305 None code179 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 2.0 False None None False None False 3952.2 0 4030280 156305 None code180 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 6288.5 6288.5 2.5665 False None None False None False 16139.43525 0 4030281 156305 None code181 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 86.1 86.1 31.45 False None None False None False 2707.845 0 4030282 156305 None code182 Supplying and fixing Electronic Trivector Meter (ETV) suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired Each 4609.0 4609.0 1.0 False None None False None False 4609.0 0 4030283 156305 None code183 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 Each 5552.4 5552.4 1.0 False None None False None False 5552.4 0 4030284 156305 None code184 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 )Borewell depth of 0 to 50 Mtrs m 388.5 388.5 50.0 False None None False None False 19425.0 0 4030285 156305 None code185 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 )Borewell depth of 50 to 100 Mtrs m 487.2 487.2 50.0 False None None False None False 24360.0 0 4030286 156305 None code186 Supply of PVC pipes of 10 Kg/cm2 for 160mm m 756.0 756.0 18.0 False None None False None False 13608.0 0 4030287 156305 None code187 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 Each 172.2 172.2 1.0 False None None False None False 172.2 0 4030288 156305 None code188 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 instruction engineer in charge 1.00 HP/0.75KW 18 STG Each 16464.0 16464.0 1.0 False None None False None False 16464.0 0 4030289 156305 None code189 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 141.75 141.75 85.0 False None None False None False 12048.75 0 4030290 156305 None code190 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 6825.0 6825.0 1.0 False None None False None False 6825.0 0 4030291 156305 None code191 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.for outdoor Upto 3 HP pumps Each 7875.0 7875.0 1.0 False None None False None False 7875.0 0 4030292 156305 None code192 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 1522.5 1522.5 1.0 False None None False None False 1522.5 0 4030293 156305 None code193 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 141.75 141.75 50.0 False None None False None False 7087.5 0 4030294 156305 None code194 32mm Normal gauge polythene bore pipes m 74.55 74.55 75.0 False None None False None False 5591.25 0 4030295 156305 None code195 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 No 1312.5 1312.5 2.0 False None None False None False 2625.0 0 4030296 156305 None code196 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 1312.5 1312.5 2.0 False None None False None False 2625.0 0 4030297 156305 None code197 Brass bib-cock 20 mm dia Each 183.75 183.75 8.0 False None None False None False 1470.0 0 4030298 156305 None code198 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.Heavy Duty GI pipe of 32mm dia m 449.4 449.4 60.0 False None None False None False 26964.0 0 4030299 156305 None code199 Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any For 32mm dia GI collar Each 184.8 184.8 8.0 False None None False None False 1478.4 0 4030300 156305 None code200 Providing wrought mild steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any For 32mm dia GI elbow No 168.0 168.0 4.0 False None None False None False 672.0 0 4030301 156305 None code201 Providing wrought mild steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any For 32 mm dia GI tee No 184.8 184.8 4.0 False None None False None False 739.2 0 4030302 156305 None code202 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 313.95 313.95 1.8 False None None False None False 565.11 0 4030303 156305 None code203 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates Cum 6288.5 6288.5 0.45 False None None False None False 2829.825 0 4030304 156305 None code204 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6948.9 6948.9 0.9 False None None False None False 6254.01 0 4030305 156305 None code205 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 497.7 497.7 1.458 False None None False None False 725.6466 0 4030306 156305 None code206 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 339.15 339.15 7.2 False None None False None False 2441.88 0 4030307 156305 None code207 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 17221.0 17221.0 2.0 False None None False None False 34442.0 0 4030308 156305 None code208 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 2.0 False None None False None False 3952.2 0 4030309 156305 None code209 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 6288.5 6288.5 2.5665 False None None False None False 16139.43525 0 4030310 156305 None code210 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 86.1 86.1 31.45 False None None False None False 2707.845 0 4030311 156305 None code211 Supplying and fixing Electronic Trivector Meter (ETV) suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired Each 4609.0 4609.0 1.0 False None None False None False 4609.0 0 4030312 156305 None code212 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 Each 5552.4 5552.4 1.0 False None None False None False 5552.4 0 4030313 156305 None code213 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 )Borewell depth of 0 to 50 Mtrs m 388.5 388.5 50.0 False None None False None False 19425.0 0 4030314 156305 None code214 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 )Borewell depth of 50 to 100 Mtrs m 487.2 487.2 30.0 False None None False None False 14616.0 0 4030315 156305 None code215 Supply of PVC pipes of 10 Kg/cm2 for 160mm m 756.0 756.0 18.0 False None None False None False 13608.0 0 4030316 156305 None code216 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 Each 172.2 172.2 1.0 False None None False None False 172.2 0 4030317 156305 None code217 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 instruction engineer in charge 1.00 HP/0.75KW 18 STG Each 16464.0 16464.0 1.0 False None None False None False 16464.0 0 4030318 156305 None code218 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 141.75 141.75 70.0 False None None False None False 9922.5 0 4030319 156305 None code219 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 6825.0 6825.0 1.0 False None None False None False 6825.0 0 4030320 156305 None code220 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.for outdoor Upto 3 HP pumps Each 7875.0 7875.0 1.0 False None None False None False 7875.0 0 4030321 156305 None code221 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 1522.5 1522.5 1.0 False None None False None False 1522.5 0 4030322 156305 None code222 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 141.75 141.75 25.0 False None None False None False 3543.75 0 4030323 156305 None code223 32mm Normal gauge polythene bore pipes m 74.55 74.55 70.0 False None None False None False 5218.5 0 4030324 156305 None code224 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 No 1312.5 1312.5 2.0 False None None False None False 2625.0 0 4030325 156305 None code225 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 1312.5 1312.5 2.0 False None None False None False 2625.0 0 4030326 156305 None code226 Brass bib-cock 20 mm dia Each 183.75 183.75 4.0 False None None False None False 735.0 0 4030327 156305 None code227 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.Heavy Duty GI pipe of 32mm dia m 449.4 449.4 20.0 False None None False None False 8988.0 0 4030328 156305 None code228 Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any For 32mm dia GI collar Each 184.8 184.8 6.0 False None None False None False 1108.8 0 4030329 156305 None code229 Providing wrought mild steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any For 32mm dia GI elbow No 168.0 168.0 6.0 False None None False None False 1008.0 0 4030330 156305 None code230 Providing wrought mild steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any For 32 mm dia GI tee No 184.8 184.8 4.0 False None None False None False 739.2 0 4030331 156305 None code231 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 313.95 313.95 0.9 False None None False None False 282.555 0 4030332 156305 None code232 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates Cum 6288.5 6288.5 0.255 False None None False None False 1603.5675 0 4030333 156305 None code233 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6948.9 6948.9 0.45 False None None False None False 3127.005 0 4030334 156305 None code234 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 497.7 497.7 0.729 False None None False None False 362.8233 0 4030335 156305 None code235 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 339.15 339.15 3.6 False None None False None False 1220.94 0 4030336 156305 None code236 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 17221.0 17221.0 1.0 False None None False None False 17221.0 0 4030337 156305 None code237 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 4030338 156305 None code238 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 6288.5 6288.5 1.2833 False None None False None False 8070.03205 0 4030339 156305 None code239 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 86.1 86.1 15.725 False None None False None False 1353.9225 0 4030340 156305 None code240 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kg 176.4 176.4 25.253 False None None False None False 4454.6292 0 4030341 156305 None code241 Supplying and fixing Electronic Trivector Meter (ETV) suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired Each 4609.0 4609.0 1.0 False None None False None False 4609.0 0 4030342 156305 None code242 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 Each 5552.4 5552.4 1.0 False None None False None False 5552.4 0 4030343 156305 None code243 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 )Borewell depth of 0 to 50 Mtrs m 388.5 388.5 50.0 False None None False None False 19425.0 0 4030344 156305 None code244 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 )Borewell depth of 50 to 100 Mtrs m 487.2 487.2 50.0 False None None False None False 24360.0 0 4030345 156305 None code245 Supply of PVC pipes of 10 Kg/cm2 for 160mm m 756.0 756.0 18.0 False None None False None False 13608.0 0 4030346 156305 None code246 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 Each 172.2 172.2 1.0 False None None False None False 172.2 0 4030347 156305 None code247 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 instruction engineer in charge 1.00 HP/0.75KW 18 STG Each 16464.0 16464.0 1.0 False None None False None False 16464.0 0 4030348 156305 None code248 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 141.75 141.75 85.0 False None None False None False 12048.75 0 4030349 156305 None code249 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 6825.0 6825.0 1.0 False None None False None False 6825.0 0 4030350 156305 None code250 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.for outdoor Upto 3 HP pumps Each 7875.0 7875.0 1.0 False None None False None False 7875.0 0 4030351 156305 None code251 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 1522.5 1522.5 1.0 False None None False None False 1522.5 0 4030352 156305 None code252 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 141.75 141.75 50.0 False None None False None False 7087.5 0 4030353 156305 None code253 32mm Normal gauge polythene bore pipes m 74.55 74.55 75.0 False None None False None False 5591.25 0 4030354 156305 None code254 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 No 1312.5 1312.5 2.0 False None None False None False 2625.0 0 4030355 156305 None code255 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 1312.5 1312.5 2.0 False None None False None False 2625.0 0 4030356 156305 None code256 Brass bib-cock 20 mm dia Each 183.75 183.75 8.0 False None None False None False 1470.0 0 4030357 156305 None code257 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.Heavy Duty GI pipe of 32mm dia m 449.4 449.4 60.0 False None None False None False 26964.0 0 4030358 156305 None code258 Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any For 32mm dia GI collar Each 184.8 184.8 8.0 False None None False None False 1478.4 0 4030359 156305 None code259 Providing wrought mild steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any For 32mm dia GI elbow No 168.0 168.0 4.0 False None None False None False 672.0 0 4030360 156305 None code260 Providing wrought mild steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any For 32 mm dia GI tee No 184.8 184.8 4.0 False None None False None False 739.2 0 4030361 156305 None code261 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 313.95 313.95 1.8 False None None False None False 565.11 0 4030362 156305 None code262 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates Cum 6288.5 6288.5 0.45 False None None False None False 2829.825 0 4030363 156305 None code263 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6948.9 6948.9 0.9 False None None False None False 6254.01 0 4030364 156305 None code264 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 497.7 497.7 1.458 False None None False None False 725.6466 0 4030365 156305 None code265 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 339.15 339.15 7.2 False None None False None False 2441.88 0 4030366 156305 None code266 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 17221.0 17221.0 2.0 False None None False None False 34442.0 0 4030367 156305 None code267 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 2.0 False None None False None False 3952.2 0 4030368 156305 None code268 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 6288.5 6288.5 2.5665 False None None False None False 16139.43525 0 4030369 156305 None code269 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 86.1 86.1 31.45 False None None False None False 2707.845 0 4030370 156305 None code270 Supplying and fixing Electronic Trivector Meter (ETV) suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired Each 4609.0 4609.0 1.0 False None None False None False 4609.0 0 4030371 156305 None code271 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 Each 5552.4 5552.4 1.0 False None None False None False 5552.4 0 4030372 156305 None code272 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 )Borewell depth of 0 to 50 Mtrs m 388.5 388.5 50.0 False None None False None False 19425.0 0 4030373 156305 None code273 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 )Borewell depth of 50 to 100 Mtrs m 487.2 487.2 30.0 False None None False None False 14616.0 0 4030374 156305 None code274 Supply of PVC pipes of 10 Kg/cm2 for 160mm m 756.0 756.0 18.0 False None None False None False 13608.0 0 4030375 156305 None code275 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 Each 172.2 172.2 1.0 False None None False None False 172.2 0 4030376 156305 None code276 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 instruction engineer in charge 1.00 HP/0.75KW 18 STG Each 16464.0 16464.0 1.0 False None None False None False 16464.0 0 4030377 156305 None code277 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 141.75 141.75 70.0 False None None False None False 9922.5 0 4030378 156305 None code278 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 6825.0 6825.0 1.0 False None None False None False 6825.0 0 4030379 156305 None code279 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.for outdoor Upto 3 HP pumps Each 7875.0 7875.0 1.0 False None None False None False 7875.0 0 4030380 156305 None code280 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 1522.5 1522.5 1.0 False None None False None False 1522.5 0 4030381 156305 None code281 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 141.75 141.75 25.0 False None None False None False 3543.75 0 4030382 156305 None code282 32mm Normal gauge polythene bore pipes m 74.55 74.55 70.0 False None None False None False 5218.5 0 4030383 156305 None code283 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 No 1312.5 1312.5 2.0 False None None False None False 2625.0 0 4030384 156305 None code284 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 1312.5 1312.5 2.0 False None None False None False 2625.0 0 4030385 156305 None code285 Brass bib-cock 20 mm dia Each 183.75 183.75 4.0 False None None False None False 735.0 0 4030386 156305 None code286 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.Heavy Duty GI pipe of 32mm dia m 449.4 449.4 20.0 False None None False None False 8988.0 0 4030387 156305 None code287 Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any For 32mm dia GI collar Each 184.8 184.8 6.0 False None None False None False 1108.8 0 4030388 156305 None code288 Providing wrought mild steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any For 32mm dia GI elbow No 168.0 168.0 6.0 False None None False None False 1008.0 0 4030389 156305 None code289 Providing wrought mild steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any For 32 mm dia GI tee No 184.8 184.8 4.0 False None None False None False 739.2 0 4030390 156305 None code290 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 313.95 313.95 0.9 False None None False None False 282.555 0 4030391 156305 None code291 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates Cum 6288.5 6288.5 0.255 False None None False None False 1603.5675 0 4030392 156305 None code292 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6948.9 6948.9 0.45 False None None False None False 3127.005 0 4030393 156305 None code293 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 497.7 497.7 0.729 False None None False None False 362.8233 0 4030394 156305 None code294 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 339.15 339.15 3.6 False None None False None False 1220.94 0 4030395 156305 None code295 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 17221.0 17221.0 1.0 False None None False None False 17221.0 0 4030396 156305 None code296 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 4030397 156305 None code297 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 6288.5 6288.5 1.2833 False None None False None False 8070.03205 0 4030398 156305 None code298 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 86.1 86.1 15.725 False None None False None False 1353.9225 0 4030399 156305 None code299 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kg 176.4 176.4 25.253 False None None False None False 4454.6292 0 4030400 156305 None code300 Supplying and fixing Electronic Trivector Meter (ETV) suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired Each 4609.0 4609.0 1.0 False None None False None False 4609.0 0 4030401 156305 None code301 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 Each 5552.4 5552.4 1.0 False None None False None False 5552.4 0 4030402 156305 None code302 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 )Borewell depth of 0 to 50 Mtrs m 388.5 388.5 50.0 False None None False None False 19425.0 0 4030403 156305 None code303 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 )Borewell depth of 50 to 100 Mtrs m 487.2 487.2 50.0 False None None False None False 24360.0 0 4030404 156305 None code304 Supply of PVC pipes of 10 Kg/cm2 for 160mm m 756.0 756.0 18.0 False None None False None False 13608.0 0 4030405 156305 None code305 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 Each 172.2 172.2 1.0 False None None False None False 172.2 0 4030406 156305 None code306 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 instruction engineer in charge 1.00 HP/0.75KW 18 STG Each 16464.0 16464.0 1.0 False None None False None False 16464.0 0 4030407 156305 None code307 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 141.75 141.75 85.0 False None None False None False 12048.75 0 4030408 156305 None code308 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 6825.0 6825.0 1.0 False None None False None False 6825.0 0 4030409 156305 None code309 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.for outdoor Upto 3 HP pumps Each 7875.0 7875.0 1.0 False None None False None False 7875.0 0 4030410 156305 None code310 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 1522.5 1522.5 1.0 False None None False None False 1522.5 0 4030411 156305 None code311 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 141.75 141.75 50.0 False None None False None False 7087.5 0 4030412 156305 None code312 32mm Normal gauge polythene bore pipes m 74.55 74.55 75.0 False None None False None False 5591.25 0 4030413 156305 None code313 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 No 1312.5 1312.5 2.0 False None None False None False 2625.0 0 4030414 156305 None code314 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 1312.5 1312.5 2.0 False None None False None False 2625.0 0 4030415 156305 None code315 Brass bib-cock 20 mm dia Each 183.75 183.75 8.0 False None None False None False 1470.0 0 4030416 156305 None code316 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.Heavy Duty GI pipe of 32mm dia m 449.4 449.4 60.0 False None None False None False 26964.0 0 4030417 156305 None code317 Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any For 32mm dia GI collar Each 184.8 184.8 8.0 False None None False None False 1478.4 0 4030418 156305 None code318 Providing wrought mild steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any For 32mm dia GI elbow No 168.0 168.0 4.0 False None None False None False 672.0 0 4030419 156305 None code319 Providing wrought mild steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any For 32 mm dia GI tee No 184.8 184.8 4.0 False None None False None False 739.2 0 4030420 156305 None code320 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 313.95 313.95 1.8 False None None False None False 565.11 0 4030421 156305 None code321 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates Cum 6288.5 6288.5 0.45 False None None False None False 2829.825 0 4030422 156305 None code322 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6948.9 6948.9 0.9 False None None False None False 6254.01 0 4030423 156305 None code323 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 497.7 497.7 1.458 False None None False None False 725.6466 0 4030424 156305 None code324 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 339.15 339.15 7.2 False None None False None False 2441.88 0 4030425 156305 None code325 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 17221.0 17221.0 2.0 False None None False None False 34442.0 0 4030426 156305 None code326 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 2.0 False None None False None False 3952.2 0 4030427 156305 None code327 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 6288.5 6288.5 2.5665 False None None False None False 16139.43525 0 4030428 156305 None code328 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 86.1 86.1 31.45 False None None False None False 2707.845 0 4030429 156305 None code329 Supplying and fixing Electronic Trivector Meter (ETV) suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired Each 4609.0 4609.0 1.0 False None None False None False 4609.0 0 4030430 156305 None code330 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 No 1312.5 1312.5 2.0 False None None False None False 2625.0 0 4030431 156305 None code331 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 1312.5 1312.5 2.0 False None None False None False 2625.0 0 4030432 156305 None code332 Brass bib-cock 20 mm dia Each 183.75 183.75 4.0 False None None False None False 735.0 0 4030433 156305 None code333 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.Heavy Duty GI pipe of 32mm dia m 449.4 449.4 80.0 False None None False None False 35952.0 0 4030434 156305 None code334 Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any For 32mm dia GI collar Each 184.8 184.8 14.0 False None None False None False 2587.2 0 4030435 156305 None code335 Providing wrought mild steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any For 32mm dia GI elbow No 168.0 168.0 12.0 False None None False None False 2016.0 0 4030436 156305 None code336 Providing wrought mild steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any For 32 mm dia GI tee No 184.8 184.8 8.0 False None None False None False 1478.4 0 4030437 156305 None code337 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 313.95 313.95 0.9 False None None False None False 282.555 0 4030438 156305 None code338 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates Cum 6288.5 6288.5 0.225 False None None False None False 1414.9125 0 4030439 156305 None code339 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6948.9 6948.9 0.45 False None None False None False 3127.005 0 4030440 156305 None code340 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 497.7 497.7 0.729 False None None False None False 362.8233 0 4030441 156305 None code341 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 339.15 339.15 3.6 False None None False None False 1220.94 0 4030442 156305 None code342 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 17221.0 17221.0 1.0 False None None False None False 17221.0 0 4030443 156305 None code343 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 4030444 156305 None code344 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 6288.5 6288.5 1.2833 False None None False None False 8070.03205 0 4030445 156305 None code345 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 86.1 86.1 15.725 False None None False None False 1353.9225 0 4030446 156305 None code346 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 No 1312.5 1312.5 3.0 False None None False None False 3937.5 0 4030447 156305 None code347 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 1312.5 1312.5 3.0 False None None False None False 3937.5 0 4030448 156305 None code348 Brass bib-cock 20 mm dia Each 183.75 183.75 4.0 False None None False None False 735.0 0 4030449 156305 None code349 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.Heavy Duty GI pipe of 32mm dia m 449.4 449.4 140.0 False None None False None False 62916.0 0 4030450 156305 None code350 Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any For 32mm dia GI collar Each 184.8 184.8 25.0 False None None False None False 4620.0 0 4030451 156305 None code351 Providing wrought mild steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any For 32mm dia GI elbow No 168.0 168.0 20.0 False None None False None False 3360.0 0 4030452 156305 None code352 Providing wrought mild steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any For 32 mm dia GI tee No 184.8 184.8 12.0 False None None False None False 2217.6 0 4030453 156305 None code353 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 313.95 313.95 0.9 False None None False None False 282.555 0 4030454 156305 None code354 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates Cum 6288.5 6288.5 0.225 False None None False None False 1414.9125 0 4030455 156305 None code355 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6948.9 6948.9 0.45 False None None False None False 3127.005 0 4030456 156305 None code356 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 497.7 497.7 0.729 False None None False None False 362.8233 0 4030457 156305 None code357 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 339.15 339.15 3.6 False None None False None False 1220.94 0 4030458 156305 None code358 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 17221.0 17221.0 1.0 False None None False None False 17221.0 0 4030459 156305 None code359 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 4030460 156305 None code360 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 6288.5 6288.5 1.2833 False None None False None False 8070.03205 0 4030461 156305 None code361 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 86.1 86.1 15.725 False None None False None False 1353.9225 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1726741711000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1726741711000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1726741711000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1726741711000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1726741711000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1726741711000 0 None None ELIGIBILITY Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None 1726741711000 0 None None ELIGIBILITY Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender) None 1726741711000 0 None None ELIGIBILITY Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None 1726741711000 0 None None ELIGIBILITY Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None 1726741711000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1726741711000 0 None None ELIGIBILITY List of existing commitments and ongoing works None 1726741711000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1726741711000 0 None None ELIGIBILITY Banker Details for reference None 1726741711000 0 None None ELIGIBILITY Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None 1726741711000 0 None None ELIGIBILITY Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None 1726741711000 0 None None ELIGIBILITY Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None 1726741711000 0 None None ELIGIBILITY Proposals for subcontracting components of works amounting to more than 20% of the contract price (for each, the qualifications and experience of the identified sub-contractor in the relevant fields should be attached) None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Annual Turnover Certificate True Technical Bid GST Registration certificate uploaded with UDIN True Technical Bid Quoting less ,Less D.D or FDR scan copy upload True Technical Bid Pan Card uploded True Technical Bid The bidder shall be without GST Quoted after at payment time Gst will be paid True Technical Bid KPWD Civil CONTRACTOR Reserved for Sc Category Class-III & above True Technical Bid Achieved in at least One financial years an average annual financial turnover of Rs 29.11lakhs Turnover certificate from Chartered Accountant with valid UDIN Number should be uploaded True Technical Bid Mandating satisfactory completion as a prime contractor for at least Any Construction work the cost of work Rs7.27 True Technical Bid Bankers certificate unconditional of value not less than Rs 8.73 Lakhs True Technical Bid Reserved Category Certificate True Technical Bid List of Existing Commitments and ongoing works True Technical Bid as per Tender documents True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None