createdTs	None
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noticeInvitingTenderDTO	createdTs 1721329486647 version 4 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 26-07-2024 17:30:00 tenderQueryClose 25-07-2024 17:30:00 technicalBidOpen None publishedDate 19-07-2024 11:58:32 publishedByPost TMC_CO_GMK publishedByUser KPE14757 - BHARATHI bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None 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 1721329486723 version 5 createdDate None modifiedDate None tenderNumber DMA/2024-25/WS/WORK_INDENT22229 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 2911894.47 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 1721329487000 0 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 2911894.47 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3546014 128127 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 3546015 128127 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 3546016 128127 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 3546017 128127 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 3546018 128127 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 3546019 128127 None code06 Brick bats filling Cum 840.0 840.0 20.6 False None None False None False 17304.0 0 3546020 128127 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 3546021 128127 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 3546022 128127 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 3546023 128127 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 3546024 128127 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 3546025 128127 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 3546026 128127 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 3546027 128127 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 3546028 128127 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 3546029 128127 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 3546030 128127 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 3546031 128127 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 3546032 128127 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 3546033 128127 None code20 32mm Normal gauge polythene bore pipes m 74.55 74.55 75.0 False None None False None False 5591.25 0 3546034 128127 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 3546035 128127 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 3546036 128127 None code23 Brass bib-cock 20 mm dia Each 183.75 183.75 8.0 False None None False None False 1470.0 0 3546037 128127 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 3546038 128127 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 3546039 128127 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 3546040 128127 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 3546041 128127 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 3546042 128127 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 3546043 128127 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 3546044 128127 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 3546045 128127 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 3546046 128127 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 3546047 128127 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 3546048 128127 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 3546049 128127 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 3546050 128127 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 3546051 128127 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 3546052 128127 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 3546053 128127 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 3546054 128127 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 3546055 128127 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 3546056 128127 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 3546057 128127 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 3546058 128127 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 3546059 128127 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 3546060 128127 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 3546061 128127 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 3546062 128127 None code49 32mm Normal gauge polythene bore pipes m 74.55 74.55 75.0 False None None False None False 5591.25 0 3546063 128127 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 3546064 128127 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 3546065 128127 None code52 Brass bib-cock 20 mm dia Each 183.75 183.75 8.0 False None None False None False 1470.0 0 3546066 128127 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 3546067 128127 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 3546068 128127 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 3546069 128127 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 3546070 128127 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 3546071 128127 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 3546072 128127 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 3546073 128127 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 3546074 128127 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 3546075 128127 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 3546076 128127 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 3546077 128127 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 3546078 128127 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 3546079 128127 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 3546080 128127 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 3546081 128127 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 3546082 128127 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 3546083 128127 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 3546084 128127 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 3546085 128127 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 3546086 128127 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 3546087 128127 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 3546088 128127 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 3546089 128127 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 3546090 128127 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 3546091 128127 None code78 32mm Normal gauge polythene bore pipes m 74.55 74.55 75.0 False None None False None False 5591.25 0 3546092 128127 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 3546093 128127 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 3546094 128127 None code81 Brass bib-cock 20 mm dia Each 183.75 183.75 8.0 False None None False None False 1470.0 0 3546095 128127 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 3546096 128127 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 3546097 128127 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 3546098 128127 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 3546099 128127 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 3546100 128127 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 3546101 128127 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 3546102 128127 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 3546103 128127 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 3546104 128127 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 3546105 128127 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 3546106 128127 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 3546107 128127 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 3546108 128127 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 3546109 128127 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 3546110 128127 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 3546111 128127 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 3546112 128127 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 3546113 128127 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 3546114 128127 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 3546115 128127 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 3546116 128127 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 3546117 128127 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 3546118 128127 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 3546119 128127 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 3546120 128127 None code107 32mm Normal gauge polythene bore pipes m 74.55 74.55 75.0 False None None False None False 5591.25 0 3546121 128127 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 3546122 128127 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 3546123 128127 None code110 Brass bib-cock 20 mm dia Each 183.75 183.75 8.0 False None None False None False 1470.0 0 3546124 128127 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 3546125 128127 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 3546126 128127 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 3546127 128127 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 3546128 128127 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 3546129 128127 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 3546130 128127 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 3546131 128127 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 3546132 128127 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 3546133 128127 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 3546134 128127 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 3546135 128127 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 3546136 128127 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 3546137 128127 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 3546138 128127 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 3546139 128127 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 3546140 128127 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 3546141 128127 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 3546142 128127 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 3546143 128127 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 3546144 128127 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 3546145 128127 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 3546146 128127 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 3546147 128127 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 3546148 128127 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 3546149 128127 None code136 32mm Normal gauge polythene bore pipes m 74.55 74.55 75.0 False None None False None False 5591.25 0 3546150 128127 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 3546151 128127 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 3546152 128127 None code139 Brass bib-cock 20 mm dia Each 183.75 183.75 8.0 False None None False None False 1470.0 0 3546153 128127 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 3546154 128127 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 3546155 128127 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 3546156 128127 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 3546157 128127 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 3546158 128127 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 3546159 128127 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 3546160 128127 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 3546161 128127 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 3546162 128127 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 3546163 128127 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 3546164 128127 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 3546165 128127 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 3546166 128127 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 3546167 128127 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 3546168 128127 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 3546169 128127 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 3546170 128127 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 3546171 128127 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 3546172 128127 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 3546173 128127 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 3546174 128127 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 3546175 128127 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 3546176 128127 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 3546177 128127 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 3546178 128127 None code165 32mm Normal gauge polythene bore pipes m 74.55 74.55 75.0 False None None False None False 5591.25 0 3546179 128127 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 3546180 128127 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 3546181 128127 None code168 Brass bib-cock 20 mm dia Each 183.75 183.75 8.0 False None None False None False 1470.0 0 3546182 128127 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 3546183 128127 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 3546184 128127 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 3546185 128127 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 3546186 128127 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 3546187 128127 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 3546188 128127 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 3546189 128127 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 3546190 128127 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 3546191 128127 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 3546192 128127 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 3546193 128127 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 3546194 128127 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 3546195 128127 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 3546196 128127 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 3546197 128127 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 3546198 128127 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 3546199 128127 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 3546200 128127 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 3546201 128127 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 3546202 128127 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 3546203 128127 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 3546204 128127 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 3546205 128127 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 3546206 128127 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 3546207 128127 None code194 32mm Normal gauge polythene bore pipes m 74.55 74.55 75.0 False None None False None False 5591.25 0 3546208 128127 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 3546209 128127 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 3546210 128127 None code197 Brass bib-cock 20 mm dia Each 183.75 183.75 8.0 False None None False None False 1470.0 0 3546211 128127 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 3546212 128127 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 3546213 128127 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 3546214 128127 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 3546215 128127 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 3546216 128127 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 3546217 128127 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 3546218 128127 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 3546219 128127 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 3546220 128127 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 3546221 128127 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 3546222 128127 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 3546223 128127 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 3546224 128127 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 3546225 128127 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 3546226 128127 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 3546227 128127 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 3546228 128127 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 3546229 128127 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 3546230 128127 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 3546231 128127 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 3546232 128127 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 3546233 128127 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 3546234 128127 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 3546235 128127 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 3546236 128127 None code223 32mm Normal gauge polythene bore pipes m 74.55 74.55 70.0 False None None False None False 5218.5 0 3546237 128127 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 3546238 128127 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 3546239 128127 None code226 Brass bib-cock 20 mm dia Each 183.75 183.75 4.0 False None None False None False 735.0 0 3546240 128127 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 3546241 128127 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 3546242 128127 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 3546243 128127 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 3546244 128127 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 3546245 128127 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 3546246 128127 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 3546247 128127 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 3546248 128127 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 3546249 128127 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 3546250 128127 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 3546251 128127 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 3546252 128127 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 3546253 128127 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 3546254 128127 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 3546255 128127 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 3546256 128127 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 3546257 128127 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 3546258 128127 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 3546259 128127 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 3546260 128127 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 3546261 128127 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 3546262 128127 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 3546263 128127 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 3546264 128127 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 3546265 128127 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 3546266 128127 None code253 32mm Normal gauge polythene bore pipes m 74.55 74.55 75.0 False None None False None False 5591.25 0 3546267 128127 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 3546268 128127 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 3546269 128127 None code256 Brass bib-cock 20 mm dia Each 183.75 183.75 8.0 False None None False None False 1470.0 0 3546270 128127 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 3546271 128127 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 3546272 128127 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 3546273 128127 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 3546274 128127 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 3546275 128127 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 3546276 128127 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 3546277 128127 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 3546278 128127 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 3546279 128127 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 3546280 128127 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 3546281 128127 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 3546282 128127 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 3546283 128127 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 3546284 128127 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 3546285 128127 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 3546286 128127 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 3546287 128127 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 3546288 128127 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 3546289 128127 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 3546290 128127 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 3546291 128127 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 3546292 128127 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 3546293 128127 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 3546294 128127 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 3546295 128127 None code282 32mm Normal gauge polythene bore pipes m 74.55 74.55 70.0 False None None False None False 5218.5 0 3546296 128127 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 3546297 128127 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 3546298 128127 None code285 Brass bib-cock 20 mm dia Each 183.75 183.75 4.0 False None None False None False 735.0 0 3546299 128127 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 3546300 128127 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 3546301 128127 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 3546302 128127 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 3546303 128127 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 3546304 128127 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 3546305 128127 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 3546306 128127 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 3546307 128127 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 3546308 128127 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 3546309 128127 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 3546310 128127 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 3546311 128127 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 3546312 128127 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 3546313 128127 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 3546314 128127 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 3546315 128127 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 3546316 128127 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 3546317 128127 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 3546318 128127 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 3546319 128127 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 3546320 128127 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 3546321 128127 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 3546322 128127 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 3546323 128127 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 3546324 128127 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 3546325 128127 None code312 32mm Normal gauge polythene bore pipes m 74.55 74.55 75.0 False None None False None False 5591.25 0 3546326 128127 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 3546327 128127 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 3546328 128127 None code315 Brass bib-cock 20 mm dia Each 183.75 183.75 8.0 False None None False None False 1470.0 0 3546329 128127 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 3546330 128127 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 3546331 128127 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 3546332 128127 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 3546333 128127 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 3546334 128127 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 3546335 128127 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 3546336 128127 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 3546337 128127 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 3546338 128127 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 3546339 128127 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 3546340 128127 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 3546341 128127 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 3546342 128127 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 3546343 128127 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 3546344 128127 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 3546345 128127 None code332 Brass bib-cock 20 mm dia Each 183.75 183.75 4.0 False None None False None False 735.0 0 3546346 128127 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 3546347 128127 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 3546348 128127 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 3546349 128127 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 3546350 128127 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 3546351 128127 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 3546352 128127 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 3546353 128127 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 3546354 128127 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 3546355 128127 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 3546356 128127 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 3546357 128127 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 3546358 128127 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 3546359 128127 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 3546360 128127 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 3546361 128127 None code348 Brass bib-cock 20 mm dia Each 183.75 183.75 4.0 False None None False None False 735.0 0 3546362 128127 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 3546363 128127 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 3546364 128127 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 3546365 128127 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 3546366 128127 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 3546367 128127 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 3546368 128127 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 3546369 128127 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 3546370 128127 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 3546371 128127 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 3546372 128127 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 3546373 128127 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 3546374 128127 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 1721329492000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1721329492000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1721329492000 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 1721329492000 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 1721329492000 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 1721329492000 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 1721329492000 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 1721329492000 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 1721329492000 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 1721329492000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1721329492000 0 None None ELIGIBILITY List of existing commitments and ongoing works None 1721329492000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1721329492000 0 None None ELIGIBILITY Banker Details for reference None 1721329492000 0 None None ELIGIBILITY Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None 1721329492000 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 1721329492000 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 1721329492000 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