Tender Document

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version 2
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tenderType RFQ
evaluationType ONE_COVER
evaluationTypeText One Cover
invitingStrategy OPEN
invitingStrategyText Open
taxType EXCLUSIVE_TAX
tenderFee 720.00
emd 71500.00
bidValueType ITEM_WISE
bidValueTypeText Item wise
tenderReceiptClose 19-02-2024 17:00:00
tenderQueryClose 17-02-2024 17:00:00
technicalBidOpen None
publishedDate 05-02-2024 12:52:37
publishedByPost CMC_MCOM_HSPT
publishedByUser KPE12911 - ERAGUDI SHIVAKUMAR
bidValidityPeriod 90
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denominationType RUPEES
denominationTypeText Rupees
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percentageRateTypeText None
contactPerson Municipal commissioner
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officeNumber None
mobileNumber 9620079006
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tenderSchedule
createdTs 1706964200484
version 4
createdDate None
modifiedDate None
tenderNumber DMA/2023-24/WS/WORK_INDENT14210
title Package 3 1) Drilling of borewell, fixing of motor, construction of cistern tank and pipeline work at Chitwadgi banagara oni, khaza nagar and Tippu nagar in Ward no 12, 2) at E V Camp and PLC area near charch in Ward no 13, 3) near ramaswami house Nishani camp in Ward no 14, 4) at SR Nagar and behind Noorani masidi area in Ward no 17 in Hospet limit.
description Package 3 1) Drilling of borewell, fixing of motor, construction of cistern tank and pipeline work at Chitwadgi banagara oni, khaza nagar and Tippu nagar in Ward no 12 in Hospet limit. 2) Drilling of borewell, fixing of motor, construction of cistern tank and pipeline work at E V Camp and PLC area near charch in Ward no 13 in Hospet limit. 3) Drilling of borewell, fixing of motor and construction of cistern tank near ramaswami house Nishani camp in Ward no 14 in Hospet limit. 4) Drilling of borewell, fixing of motor, construction of cistern tank and pipeline work at SR Nagar and behind Noorani masidi area in Ward no 17 in Hospet limit.
category WORKS
categoryText Works
ecv 2860000.00
deptName Directorate of Municipal Administration
status PUBLISHED
statusText Published
remarks None
csrValue None
ecvtenderYn True
location 2475
locationName DMA City Municipal Council Hosapete
provisionalAmount 2860000.0
groupOverheadTotal 451533.56
fileNumber cmc/hpt/15fin/ws/2023-24/3
tenderSubEstimateList
createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList
1706964200000 0 None None Water supply/sewage lines Package 3 1) Drilling of borewell, fixing of motor, construction of cistern tank and pipeline work at Chitwadgi banagara oni, khaza nagar and Tippu nagar in Ward no 12, 2) at E V Camp and PLC area near charch in Ward no 13, 3) near ramaswami house Nishani camp in Ward no 14, 4) at SR Nagar and behind Noorani masidi area in Ward no 17 in Hospet limit. 2408466.44
id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount
2425158 72776 None code01 Geophysical investigation of site for Sinking borewell of for supplying drinking water to the habitation either through the hand pump MWS or PWSS by vertical electrical sounding by adopting venner or Schlumbergers method including reconnaissance survey of Geoological formation Geophysical investigation of exisiting ground water in the vicinity indicating the location of site recommended depth of casing pipe required to seal the top unconsolidated formation including and depth of 1.0 meter in cosolidated formation for proper seating of casing pipe depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yeild and other information required including transportation of instrument and occessories to work site engaging technical personnel and labour required etc. Each 5552.4 5552.4 1.0 False None None False None False 5552.4 0
2425159 72776 None code02 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. 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 0 to 50 Mtr depth Mtr 324.45 324.45 50.0 False None None False None False 16222.5 0
2425160 72776 None code03 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. 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 50 to 100 Mtr depth Mtr 406.35 406.35 50.0 False None None False None False 20317.5 0
2425161 72776 None code04 Cost of 160 mm dia PVC Casing pipe Mtr 648.9 648.9 18.0 False None None False None False 11680.2 0
2425162 72776 None code05 Supply of Bore cap No 172.2 172.2 1.0 False None None False None False 172.2 0
2425163 72776 None code06 Supply of GI clamp set No 300.0 300.0 1.0 False None None False None False 300.0 0
2425164 72776 None code07 Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments. 2.00 HP/1.5KW 16 STG No 19767.3 19767.3 1.0 False None None False None False 19767.3 0
2425165 72776 None code08 Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core sheathed of nominal cross sectional area as per IS 694 1990 with ISI Mark and as per its latest amendments. 1x3x2.5 Sqm. Mtr 89.25 89.25 50.0 False None None False None False 4462.5 0
2425166 72776 None code09 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. Mtr 141.75 141.75 20.0 False None None False None False 2835.0 0
2425167 72776 None code10 Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. Each 3937.5 3937.5 1.0 False None None False None False 3937.5 0
2425168 72776 None code11 Supply installing testing and commissioning COMMON control panel consisting of the following INCOMING1 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 DOLDirect Online Starter Upto 6 HP pumps Each 7875.0 7875.0 1.0 False None None False None False 7875.0 0
2425169 72776 None code12 Supplying laying jointing testing and commissioning of G.I. Pipes conforming to IS 1239 1990 with latest amendments including fixing Collars Elbows Tees bends Glad Cocks and other Fittings Excluding Cost of Specials with Cuts and Threads wherever necessary including conveying the materials to workspot including testing for water tightness with all lead and lifts etc complete Contractor shall make his own arrangements for procuring water for testing Class-C HEAVY 40 mm dia GI PIPE Mtr 522.9 522.9 42.0 False None None False None False 21961.8 0
2425170 72776 None code13 Supplying laying jointing testing andcommissioning of G.I. Pipes conforming to IS 1239 1990 with latest amendments including fixing Collars Elbows Tees bends Glad Cocks and other Fittings Excluding Cost of Specials with Cuts and Threads wherever necessary including conveying the materials to workspot including testing for water tightness with all lead and lifts etc complete Contractor shall make his own arrangements for procuring water for testingClass-C HEAVY 20 mm dia GI PIPETap Mtr 276.15 276.15 250.0 False None None False None False 69037.5 0
2425171 72776 None code14 Providing wrought mild steel galvanized 15 mm dia GI collar confirming to IS 1239-II 1991 with latest amendments if any. For 40 mm dia GI collar Each 216.3 216.3 5.0 False None None False None False 1081.5 0
2425172 72776 None code15 Supply and delivery at site wrought middle steel galvanized GI bend confirming to IS 1239-II 1991 with latest amendments if any For 40 mm dia GI BEND Each 280.35 280.35 2.0 False None None False None False 560.7 0
2425173 72776 None code16 Supply and delivery at site wrought middle steel (galvanized) GI Socket confirming to IS 1239-II, 1991 with latest amendments if any.. For 40 mm dia GI Socket Each 232.05 232.05 2.0 False None None False None False 464.1 0
2425174 72776 None code17 Supply and delivery at site wrought middle steel galvanized GI Union confirming to IS 1239-II 1991 with latest amendments if any. For 40 mm dia GI Union Each 192.15 192.15 2.0 False None None False None False 384.3 0
2425175 72776 None code18 Supply and delivery at site wrought middle steel (galvanized) GI hexagonal nipple confirming to IS 1239-II, 1991 with latest amendments if any. Each 248.85 248.85 2.0 False None None False None False 497.7 0
2425176 72776 None code19 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 40 mm No 1312.5 1312.5 1.0 False None None False None False 1312.5 0
2425177 72776 None code20 Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for: Cutting Cement Concrete Road surface by Machine cutting to demarcate the trench width of the surface. Cum 998.55 998.55 22.5 False None None False None False 22467.375 0
2425178 72776 None code21 Earth work excavation for pipelines/cables by Manual means upto 600mm trench width as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth excluding rock in trenches plinth sides of foundations etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour tools usage& other appurtenances required to complete the work. Cum 508.2 508.2 243.0 False None None False None False 123492.6 0
2425179 72776 None code22 Supplying laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches laying true to line and jointing of pipes and specials with electrofusion welding giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends flanged sets bedns reducers etc. complete Contractor will make his own arrangements for procuring water for testing etc. Note Upto 110mm dia Coil shall be used. HDPE Grade -PE80 conforming to IS 4984- 1995 PN 6.0 / 6 Kg/cm2 63 mm dia. Mtr 198.45 198.45 900.0 False None None False None False 178605.0 0
2425180 72776 None code23 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 168.0 168.0 243.0 False None None False None False 40824.0 0
2425181 72776 None code24 90X63 MM ELECTRO FUSION REDUCER Each 464.1 464.1 10.0 False None None False None False 4641.0 0
2425182 72776 None code25 90 MM ELECTRO FUSION TEE Each 258.3 258.3 20.0 False None None False None False 5166.0 0
2425183 72776 None code26 90 MM ELECTRO FUSION COUPLER Each 148.05 148.05 10.0 False None None False None False 1480.5 0
2425184 72776 None code27 90 MM ELECTRO FUSION ELBOW Each 259.35 259.35 30.0 False None None False None False 7780.5 0
2425185 72776 None code28 20 mm Nipple Each 103.95 103.95 30.0 False None None False None False 3118.5 0
2425186 72776 None code29 Brass bib cock Each 320.25 320.25 30.0 False None None False None False 9607.5 0
2425187 72776 None code30 Supply of GI Bend 20 mm Dia Each 128.1 128.1 30.0 False None None False None False 3843.0 0
2425188 72776 None code01 Geophysical investigation of site for Sinking borewell of for supplying drinking water to the habitation either through the hand pump MWS or PWSS by vertical electrical sounding by adopting venner or Schlumbergers method including reconnaissance survey of Geoological formation Geophysical investigation of exisiting ground water in the vicinity indicating the location of site recommended depth of casing pipe required to seal the top unconsolidated formation including and depth of 1.0 meter in cosolidated formation for proper seating of casing pipe depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yeild and other information required including transportation of instrument and occessories to work site engaging technical personnel and labour required etc. Each 5552.4 5552.4 2.0 False None None False None False 11104.8 0
2425189 72776 None code02 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. 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 0 to 50 Mtr depth Mtr 324.45 324.45 100.0 False None None False None False 32445.0 0
2425190 72776 None code03 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. 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 50 to 100 Mtr depth Mtr 406.35 406.35 100.0 False None None False None False 40635.0 0
2425191 72776 None code04 Cost of 160 mm dia PVC Casing pipe Mtr 648.9 648.9 36.0 False None None False None False 23360.4 0
2425192 72776 None code05 Supply of Bore cap No 172.2 172.2 2.0 False None None False None False 344.4 0
2425193 72776 None code06 Supply of GI clamp set No 300.0 300.0 2.0 False None None False None False 600.0 0
2425194 72776 None code07 Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments. 2.00 HP/1.5KW 16 STG No 19767.3 19767.3 2.0 False None None False None False 39534.6 0
2425195 72776 None code08 Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core sheathed of nominal cross sectional area as per IS 694 1990 with ISI Mark and as per its latest amendments. 1x3x2.5 Sqm. Mtr 89.25 89.25 90.0 False None None False None False 8032.5 0
2425196 72776 None code09 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. Mtr 141.75 141.75 40.0 False None None False None False 5670.0 0
2425197 72776 None code10 Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. Each 3937.5 3937.5 2.0 False None None False None False 7875.0 0
2425198 72776 None code11 Supply installing testing and commissioning COMMON control panel consisting of the following INCOMING1 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 DOLDirect Online Starter Upto 6 HP pumps Each 7875.0 7875.0 2.0 False None None False None False 15750.0 0
2425199 72776 None code12 Supplying laying jointing testing and commissioning of G.I. Pipes conforming to IS 1239 1990 with latest amendments including fixing Collars Elbows Tees bends Glad Cocks and other Fittings Excluding Cost of Specials with Cuts and Threads wherever necessary including conveying the materials to workspot including testing for water tightness with all lead and lifts etc complete Contractor shall make his own arrangements for procuring water for testing Class-C HEAVY 40 mm dia GI PIPE Mtr 522.9 522.9 100.0 False None None False None False 52290.0 0
2425200 72776 None code13 Supplying laying jointing testing andcommissioning of G.I. Pipes conforming to IS 1239 1990 with latest amendments including fixing Collars Elbows Tees bends Glad Cocks and other Fittings Excluding Cost of Specials with Cuts and Threads wherever necessary including conveying the materials to workspot including testing for water tightness with all lead and lifts etc complete Contractor shall make his own arrangements for procuring water for testingClass-C HEAVY 20 mm dia GI PIPETap Mtr 276.15 276.15 50.0 False None None False None False 13807.5 0
2425201 72776 None code14 Providing wrought mild steel galvanized 15 mm dia GI collar confirming to IS 1239-II 1991 with latest amendments if any. For 40 mm dia GI collar Each 216.3 216.3 90.0 False None None False None False 19467.0 0
2425202 72776 None code15 Supply and delivery at site wrought middle steel galvanized GI bend confirming to IS 1239-II 1991 with latest amendments if any For 40 mm dia GI BEND Each 280.35 280.35 4.0 False None None False None False 1121.4 0
2425203 72776 None code16 Supply and delivery at site wrought middle steel (galvanized) GI Socket confirming to IS 1239-II, 1991 with latest amendments if any.. For 40 mm dia GI Socket Each 232.05 232.05 4.0 False None None False None False 928.2 0
2425204 72776 None code17 Supply and delivery at site wrought middle steel galvanized GI Union confirming to IS 1239-II 1991 with latest amendments if any. For 40 mm dia GI Union Each 192.15 192.15 4.0 False None None False None False 768.6 0
2425205 72776 None code18 Supply and delivery at site wrought middle steel (galvanized) GI hexagonal nipple confirming to IS 1239-II, 1991 with latest amendments if any. Each 248.85 248.85 4.0 False None None False None False 995.4 0
2425206 72776 None code19 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 40 mm No 1312.5 1312.5 2.0 False None None False None False 2625.0 0
2425207 72776 None code20 Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for: Cutting Cement Concrete Road surface by Machine cutting to demarcate the trench width of the surface. Cum 998.55 998.55 22.5 False None None False None False 22467.375 0
2425208 72776 None code21 Earth work excavation for pipelines/cables by Manual means upto 600mm trench width as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth excluding rock in trenches plinth sides of foundations etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour tools usage& other appurtenances required to complete the work. Cum 508.2 508.2 202.5 False None None False None False 102910.5 0
2425209 72776 None code22 Supplying laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches laying true to line and jointing of pipes and specials with electrofusion welding giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends flanged sets bedns reducers etc. complete Contractor will make his own arrangements for procuring water for testing etc. Note Upto 110mm dia Coil shall be used. HDPE Grade -PE80 conforming to IS 4984- 1995 PN 6.0 / 6 Kg/cm2 63 mm dia. Mtr 198.45 198.45 750.0 False None None False None False 148837.5 0
2425210 72776 None code23 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 168.0 168.0 202.5 False None None False None False 34020.0 0
2425211 72776 None code24 90X63 MM ELECTRO FUSION REDUCER Each 464.1 464.1 8.0 False None None False None False 3712.8 0
2425212 72776 None code25 90 MM ELECTRO FUSION TEE Each 258.3 258.3 40.0 False None None False None False 10332.0 0
2425213 72776 None code26 90 MM ELECTRO FUSION COUPLER Each 148.05 148.05 20.0 False None None False None False 2961.0 0
2425214 72776 None code27 90 MM ELECTRO FUSION ELBOW Each 259.35 259.35 35.0 False None None False None False 9077.25 0
2425215 72776 None code28 20 mm Nipple Each 103.95 103.95 40.0 False None None False None False 4158.0 0
2425216 72776 None code29 Brass bib cock Each 320.25 320.25 40.0 False None None False None False 12810.0 0
2425217 72776 None code30 Supply of GI Bend 20 mm Dia Each 128.1 128.1 40.0 False None None False None False 5124.0 0
2425218 72776 None code31 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m Cum 254.1 254.1 8.1 False None None False None False 2058.21 0
2425219 72776 None code32 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse.aggregates 2.1.1 Mix 1:5:10 Using 40 mm Cum 5947.2 5947.2 4.05 False None None False None False 24086.16 0
2425220 72776 None code33 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6915.7 6915.7 5.4 False None None False None False 37344.78 0
2425221 72776 None code34 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 5891.55 5891.55 9.7875 False None None False None False 57663.545625 0
2425222 72776 None code35 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone 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 450.45 450.45 30.15 False None None False None False 13581.0675 0
2425223 72776 None code36 RCC hume pipe Circular pump house: Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm Each 17221.05 17221.05 3.0 False None None False None False 51663.15 0
2425224 72776 None code37 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 3.0 False None None False None False 5928.3 0
2425225 72776 None code01 Geophysical investigation of site for Sinking borewell of for supplying drinking water to the habitation either through the hand pump MWS or PWSS by vertical electrical sounding by adopting venner or Schlumbergers method including reconnaissance survey of Geoological formation Geophysical investigation of exisiting ground water in the vicinity indicating the location of site recommended depth of casing pipe required to seal the top unconsolidated formation including and depth of 1.0 meter in cosolidated formation for proper seating of casing pipe depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yeild and other information required including transportation of instrument and occessories to work site engaging technical personnel and labour required etc. Each 5552.4 5552.4 2.0 False None None False None False 11104.8 0
2425226 72776 None code02 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. 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 0 to 50 Mtr depth Mtr 324.45 324.45 100.0 False None None False None False 32445.0 0
2425227 72776 None code03 Cost of 160 mm dia PVC Casing pipe Mtr 648.9 648.9 30.0 False None None False None False 19467.0 0
2425228 72776 None code04 Supply of Bore cap No 172.2 172.2 2.0 False None None False None False 344.4 0
2425229 72776 None code05 Supply of GI clamp set No 300.0 300.0 2.0 False None None False None False 600.0 0
2425230 72776 None code06 Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments. 2.00 HP/1.5KW 16 STG No 19767.3 19767.3 2.0 False None None False None False 39534.6 0
2425231 72776 None code07 Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core sheathed of nominal cross sectional area as per IS 694 1990 with ISI Mark and as per its latest amendments. 1x3x2.5 Sqm. Mtr 89.25 89.25 75.0 False None None False None False 6693.75 0
2425232 72776 None code08 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. Mtr 141.75 141.75 20.0 False None None False None False 2835.0 0
2425233 72776 None code09 Supply installing testing and commissioning COMMON control panel consisting of the following INCOMING1 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 DOLDirect Online Starter Upto 6 HP pumps Each 7875.0 7875.0 2.0 False None None False None False 15750.0 0
2425234 72776 None code10 Supplying laying jointing testing and commissioning of G.I. Pipes conforming to IS 1239 1990 with latest amendments including fixing Collars Elbows Tees bends Glad Cocks and other Fittings Excluding Cost of Specials with Cuts and Threads wherever necessary including conveying the materials to workspot including testing for water tightness with all lead and lifts etc complete Contractor shall make his own arrangements for procuring water for testing Class-C HEAVY 40 mm dia GI PIPE Mtr 522.9 522.9 60.0 False None None False None False 31374.0 0
2425235 72776 None code11 Providing wrought mild steel galvanized 15 mm dia GI collar confirming to IS 1239-II 1991 with latest amendments if any. For 40 mm dia GI collar Each 216.3 216.3 8.0 False None None False None False 1730.4 0
2425236 72776 None code12 Supply and delivery at site wrought middle steel galvanized GI bend confirming to IS 1239-II 1991 with latest amendments if any For 40 mm dia GI BEND Each 280.35 280.35 4.0 False None None False None False 1121.4 0
2425237 72776 None code13 Supply and delivery at site wrought middle steel (galvanized) GI Socket confirming to IS 1239-II, 1991 with latest amendments if any.. For 40 mm dia GI Socket Each 232.05 232.05 2.0 False None None False None False 464.1 0
2425238 72776 None code14 Supply and delivery at site wrought middle steel galvanized GI Union confirming to IS 1239-II 1991 with latest amendments if any. For 40 mm dia GI Union Each 192.15 192.15 2.0 False None None False None False 384.3 0
2425239 72776 None code15 Supply and delivery at site wrought middle steel (galvanized) GI hexagonal nipple confirming to IS 1239-II, 1991 with latest amendments if any. Each 248.85 248.85 2.0 False None None False None False 497.7 0
2425240 72776 None code16 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 40 mm No 1312.5 1312.5 2.0 False None None False None False 2625.0 0
2425241 72776 None code01 Geophysical investigation of site for Sinking borewell of for supplying drinking water to the habitation either through the hand pump MWS or PWSS by vertical electrical sounding by adopting venner or Schlumbergers method including reconnaissance survey of Geoological formation Geophysical investigation of exisiting ground water in the vicinity indicating the location of site recommended depth of casing pipe required to seal the top unconsolidated formation including and depth of 1.0 meter in cosolidated formation for proper seating of casing pipe depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yeild and other information required including transportation of instrument and occessories to work site engaging technical personnel and labour required etc. Each 5552.4 5552.4 5.0 False None None False None False 27762.0 0
2425242 72776 None code02 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. 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 0 to 50 Mtr depth Mtr 324.45 324.45 250.0 False None None False None False 81112.5 0
2425243 72776 None code03 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. 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 50 to 100 Mtr depth Mtr 406.35 406.35 200.0 False None None False None False 81270.0 0
2425244 72776 None code04 Cost of 160 mm dia PVC Casing pipe Mtr 648.9 648.9 90.0 False None None False None False 58401.0 0
2425245 72776 None code05 Supply of Bore cap No 172.2 172.2 5.0 False None None False None False 861.0 0
2425246 72776 None code06 Supply of GI clamp set No 300.0 300.0 5.0 False None None False None False 1500.0 0
2425247 72776 None code07 Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments. 2.00 HP/1.5KW 16 STG No 19767.3 19767.3 5.0 False None None False None False 98836.5 0
2425248 72776 None code08 Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core sheathed of nominal cross sectional area as per IS 694 1990 with ISI Mark and as per its latest amendments. 1x3x2.5 Sqm. Mtr 89.25 89.25 200.0 False None None False None False 17850.0 0
2425249 72776 None code09 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. Mtr 141.75 141.75 100.0 False None None False None False 14175.0 0
2425250 72776 None code10 Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. Each 3937.5 3937.5 5.0 False None None False None False 19687.5 0
2425251 72776 None code11 Supply installing testing and commissioning COMMON control panel consisting of the following INCOMING1 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 DOLDirect Online Starter Upto 6 HP pumps Each 7875.0 7875.0 5.0 False None None False None False 39375.0 0
2425252 72776 None code12 Supplying laying jointing testing and commissioning of G.I. Pipes conforming to IS 1239 1990 with latest amendments including fixing Collars Elbows Tees bends Glad Cocks and other Fittings Excluding Cost of Specials with Cuts and Threads wherever necessary including conveying the materials to workspot including testing for water tightness with all lead and lifts etc complete Contractor shall make his own arrangements for procuring water for testing Class-C HEAVY 40 mm dia GI PIPE Mtr 522.9 522.9 150.0 False None None False None False 78435.0 0
2425253 72776 None code13 Supplying laying jointing testing andcommissioning of G.I. Pipes conforming to IS 1239 1990 with latest amendments including fixing Collars Elbows Tees bends Glad Cocks and other Fittings Excluding Cost of Specials with Cuts and Threads wherever necessary including conveying the materials to workspot including testing for water tightness with all lead and lifts etc complete Contractor shall make his own arrangements for procuring water for testingClass-C HEAVY 20 mm dia GI PIPETap Mtr 276.15 276.15 40.0 False None None False None False 11046.0 0
2425254 72776 None code14 Providing wrought mild steel galvanized 15 mm dia GI collar confirming to IS 1239-II 1991 with latest amendments if any. For 40 mm dia GI collar Each 216.3 216.3 30.0 False None None False None False 6489.0 0
2425255 72776 None code15 Supply and delivery at site wrought middle steel galvanized GI bend confirming to IS 1239-II 1991 with latest amendments if any For 40 mm dia GI BEND Each 280.35 280.35 10.0 False None None False None False 2803.5 0
2425256 72776 None code16 Supply and delivery at site wrought middle steel (galvanized) GI Socket confirming to IS 1239-II, 1991 with latest amendments if any.. For 40 mm dia GI Socket Each 232.05 232.05 5.0 False None None False None False 1160.25 0
2425257 72776 None code17 Supply and delivery at site wrought middle steel galvanized GI Union confirming to IS 1239-II 1991 with latest amendments if any. For 40 mm dia GI Union Each 192.15 192.15 5.0 False None None False None False 960.75 0
2425258 72776 None code18 Supply and delivery at site wrought middle steel (galvanized) GI hexagonal nipple confirming to IS 1239-II, 1991 with latest amendments if any. Each 248.85 248.85 10.0 False None None False None False 2488.5 0
2425259 72776 None code19 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 40 mm No 1312.5 1312.5 5.0 False None None False None False 6562.5 0
2425260 72776 None code20 Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for: Cutting Cement Concrete Road surface by Machine cutting to demarcate the trench width of the surface. Cum 998.55 998.55 13.5 False None None False None False 13480.425 0
2425261 72776 None code21 Earth work excavation for pipelines/cables by Manual means upto 600mm trench width as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth excluding rock in trenches plinth sides of foundations etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour tools usage& other appurtenances required to complete the work. Cum 508.2 508.2 81.0 False None None False None False 41164.2 0
2425262 72776 None code22 Supplying laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches laying true to line and jointing of pipes and specials with electrofusion welding giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends flanged sets bedns reducers etc. complete Contractor will make his own arrangements for procuring water for testing etc. Note Upto 110mm dia Coil shall be used. HDPE Grade -PE80 conforming to IS 4984- 1995 PN 6.0 / 6 Kg/cm2 63 mm dia. Mtr 198.45 198.45 300.0 False None None False None False 59535.0 0
2425263 72776 None code23 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 81.0 False None None False None False 13608.0 0
2425264 72776 None code24 90X63 MM ELECTRO FUSION REDUCER Each 464.1 464.1 3.0 False None None False None False 1392.3 0
2425265 72776 None code25 90 MM ELECTRO FUSION TEE Each 258.3 258.3 10.0 False None None False None False 2583.0 0
2425266 72776 None code26 90 MM ELECTRO FUSION COUPLER Each 148.05 148.05 10.0 False None None False None False 1480.5 0
2425267 72776 None code27 90 MM ELECTRO FUSION ELBOW Each 259.35 259.35 8.0 False None None False None False 2074.8 0
2425268 72776 None code28 20 mm Nipple Each 103.95 103.95 25.0 False None None False None False 2598.75 0
2425269 72776 None code29 Brass bib cock Each 320.25 320.25 25.0 False None None False None False 8006.25 0
2425270 72776 None code30 Supply of GI Bend 20 mm Dia Each 128.1 128.1 25.0 False None None False None False 3202.5 0
2425271 72776 None code31 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m Cum 254.1 254.1 5.4 False None None False None False 1372.14 0
2425272 72776 None code32 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse.aggregates 2.1.1 Mix 1:5:10 Using 40 mm Cum 5947.2 5947.2 2.7 False None None False None False 16057.44 0
2425273 72776 None code33 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6915.7 6915.7 3.6 False None None False None False 24896.52 0
2425274 72776 None code34 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 5891.55 5891.55 6.525 False None None False None False 38442.36375 0
2425275 72776 None code35 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone 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 450.45 450.45 15.3 False None None False None False 6891.885 0
2425276 72776 None code36 RCC hume pipe Circular pump house: Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm Each 17221.05 17221.05 2.0 False None None False None False 34442.1 0
2425277 72776 None code37 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
generalCriterionList
createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList
1706964201000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None
1706964201000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
1706964201000 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
1706964201000 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
1706964201000 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
1706964201000 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
1706964201000 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
1706964201000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None
1706964201000 0 None None ELIGIBILITY List of existing commitments and ongoing works None
1706964201000 0 None None ELIGIBILITY List of works for which tenders already submitted None
1706964201000 0 None None ELIGIBILITY Banker Details for reference None
1706964201000 0 None None ELIGIBILITY Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None
1706964201000 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
1706964201000 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
1706964201000 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
Qualification A To qualify award of this contract each tenderer in his name should have in the last five years period a. achieved in at least two financial years an average annual financial turnover of Estimate Cost True Technical Bid
Mandatory Satisfactory completion as a prime contractor for at least 1 civil work 50per of total cost of works. Attested by Executive Engineer True Technical Bid
PWD Registration Certificate True Technical Bid
EPF Certificate and Clearance True Technical Bid
GST and PAN True Technical Bid
Liquid assets and /or availability of credit facilities of not less than amount Rs. 8.58 lakhs Attach Credit lines/ letter of credit/ Banker certificates Unconditional issued by scheduled banks. True Technical Bid
tenderWorkLocationList
tenderAddress None
tenderRecallDTO None