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noticeInvitingTenderDTO	createdTs 1720530843357 version 6 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 1630.00 emd 153740.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 26-07-2024 17:30:00 tenderQueryClose 17-07-2024 11:00:00 technicalBidOpen 29-07-2024 11:00:00 publishedDate 16-07-2024 13:42:45 publishedByPost TP_CO_BGN publishedByUser KPE16250 - SURESH G BABLAD bidValidityPeriod 90 noOfCalls 2 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson Smt Shilpa G. JE 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 9886634384 tenderSupplierList None
tenderSchedule	createdTs 1720530843360 version 15 createdDate None modifiedDate None tenderNumber DMA/2023-24/OW/WORK_INDENT9113/CALL-2 title P2Construction of SWM site Belongs to Bhagyanagar TP at Koppal (LEACHATE TANK AND DRAIN, LANDFILL AND DRAIN, COMPOUND WALL, SANITORY LANDFILL, PLANTED GRAVEL FILTER, POND, WEIGHT BRIDGE ROOM, BORE WELL) description P2Construction of SWM site Belongs to Bhagyanagar TP at Koppal (LEACHATE TANK AND DRAIN, LANDFILL AND DRAIN, COMPOUND WALL, SANITORY LANDFILL, PLANTED GRAVEL FILTER, POND, WEIGHT BRIDGE ROOM, BORE WELL) category WORKS categoryText Works ecv 6507921.14 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2358 locationName DMA Town Panchayat Bhagyanagar provisionalAmount 7687000.0 groupOverheadTotal None fileNumber No/BGYNR/SBM/2023/24/2
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1720530843000 0 None None Other Works P2Construction of SWM site Belongs to Bhagyanagar TP at Koppal (LEACHATE TANK AND DRAIN, LANDFILL AND DRAIN, COMPOUND WALL, SANITORY LANDFILL, PLANTED GRAVEL FILTER, POND, WEIGHT BRIDGE ROOM, BORE WELL) (1(LEACHATE TANK AND DRAIN) 106551.6 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3499802 125038 None code01 Earth work excavation for Foundation by mechanical means In all kinds of soils Depth upto 3 m for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Cum 76.65 76.65 9.375 False None None False None False 718.59375 0 3499803 125038 None code02 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 214.2 214.2 5.26 False None None False None False 1126.692 0 3499804 125038 None code03 roviding 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 20 mm nominal size graded crushed coarse aggregates Cum 6014.4 6014.4 0.9375 False None None False None False 5638.5 0 3499805 125038 None code04 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) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates. Cum 6240.15 6240.15 4.125 False None None False None False 25740.61875 0 3499806 125038 None code05 Providing and removing centering, shutting, strutting, propping etc., for Foundation cost of all materials, labour complete as per specifications. Specification ( As per CSR the rate shuttering is 8% of RAte of concrete) Cum 499.21 499.21 0.9375 False None None False None False 468.009375 0 3499807 125038 None code06 Providing and removing centering, shutting, strutting, propping etc., for Retaining wall cost of all materials, labour complete as per specifications. Specification ( As per CSR the rate shuttering is 10% of RAte of concrete) Cum 624.02 624.02 2.25 False None None False None False 1404.045 0 3499808 125038 None code07 Providing and removing centering, shutting, strutting, propping etc., for Slab cost of all materials, labour complete as per specifications. Specification ( As per CSR the rate shuttering is 50% of RAte of concrete) Cum 3120.08 3120.08 0.9375 False None None False None False 2925.075 0 3499809 125038 None code08 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) t 96.6 96.6 495.0 False None None False None False 47817.0 0 3499810 125038 None code09 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 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 276.9 276.9 22.54 False None None False None False 6241.326 0 3499811 125038 None code10 Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge Cum 477.75 477.75 22.54 False None None False None False 10768.485 0 3499812 125038 None code11 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 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates Cum 5101.95 5101.95 0.3375 False None None False None False 1721.908125 0 3499813 125038 None code12 Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coat with black Japan paint etc. complete as directed by the engineer-in-charge. SOR CODE - V010C Each 1981.35 1981.35 1.0 False None None False None False 1981.35 0 1720530843000 1 None None Other Works P2Construction of SWM site Belongs to Bhagyanagar TP at Koppal (LEACHATE TANK AND DRAIN, LANDFILL AND DRAIN, COMPOUND WALL, SANITORY LANDFILL, PLANTED GRAVEL FILTER, POND, WEIGHT BRIDGE ROOM, BORE WELL) (2LANDFILL AND DRAIN) 465548.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3499814 125039 None code01 Earth work excavation for Foundation by mechanical means In all kinds of soils Depth upto 3 m for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Cum 76.65 76.65 71.38 False None None False None False 5471.277 0 3499815 125039 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 20 mm nominal size graded crushed coarse aggregates Cum 6014.4 6014.4 5.35 False None None False None False 32177.04 0 3499816 125039 None code03 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) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates. Cum 6240.15 6240.15 18.387 False None None False None False 114737.63805 0 3499817 125039 None code04 Providing and removing centering, shutting, strutting, propping etc., for Foundation cost of all materials, labour complete as per specifications. Specification ( As per CSR the rate shuttering is 8% of RAte of concrete) Cum 499.21 499.21 5.35 False None None False None False 2670.7735 0 3499818 125039 None code05 Providing and removing centering, shutting, strutting, propping etc., for Retaining wall cost of all materials, labour complete as per specifications. Specification ( As per CSR the rate shuttering is 10% of RAte of concrete) Cum 624.02 624.02 7.56 False None None False None False 4717.5912 0 3499819 125039 None code06 Providing and removing centering, shutting, strutting, propping etc., for Slab cost of all materials, labour complete as per specifications. Specification ( As per CSR the rate shuttering is 50% of RAte of concrete) Cum 3120.08 3120.08 5.35 False None None False None False 16692.428 0 3499820 125039 None code07 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) Kg 96.6 96.6 2207.0 False None None False None False 213196.2 0 3499821 125039 None code08 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 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 283.4 283.4 88.1 False None None False None False 24967.54 0 3499822 125039 None code09 Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge Sqm 477.75 477.75 88.1 False None None False None False 42089.775 0 3499823 125039 None code10 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m Cum 203.7 203.7 2.03 False None None False None False 413.511 0 3499824 125039 None code11 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 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates Cum 5101.95 5101.95 0.45 False None None False None False 2295.8775 0 3499825 125039 None code12 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., 6 kg/sqcm & class 3 m 413.7 413.7 10.0 False None None False None False 4137.0 0 3499826 125039 None code13 Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coat with black Japan paint etc. complete as directed by the engineer-in-charge. SOR CODE - V010C Each 1981.35 1981.35 1.0 False None None False None False 1981.35 0 1720530843000 0 None None Other Works P2Construction of SWM site Belongs to Bhagyanagar TP at Koppal (LEACHATE TANK AND DRAIN, LANDFILL AND DRAIN, COMPOUND WALL, SANITORY LANDFILL, PLANTED GRAVEL FILTER, POND, WEIGHT BRIDGE ROOM, BORE WELL) (3COMPOUND WALL) 1660948.59 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3499827 125040 None code01 Earth work excavation for Foundation by mechanical means In all kinds of soils Depth upto 3 m for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Cum 76.65 76.65 62.208 False None None False None False 4768.2432 0 3499828 125040 None code02 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 214.2 214.2 44.65 False None None False None False 9564.03 0 3499829 125040 None code03 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 20 mm nominal size graded crushed coarse aggregates Cum 6014.4 6014.4 13.12 False None None False None False 78908.928 0 3499830 125040 None code04 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) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates. Cum 6240.15 6240.15 19.55 False None None False None False 121994.9325 0 3499831 125040 None code05 Providing and removing centering, shutting, strutting, propping etc., for Foundation cost of all materials, labour complete as per specifications. Specification ( As per CSR the rate shuttering is 8% of RAte of concrete) Cum 499.21 499.21 8.75 False None None False None False 4368.0875 0 3499832 125040 None code06 Providing and removing centering, shutting, strutting, propping etc., for Column cost of all materials, labour complete as per specifications. Specification ( As per CSR the rate shuttering is 70% of RAte of concrete) Cum 4368.11 4368.11 1.863 False None None False None False 8137.78893 0 3499833 125040 None code07 Providing and removing centering, shutting, strutting, propping etc., for Plinth beams cost of all materials, labour complete as per specifications. Specification ( As per CSR the rate shuttering is 50% of RAte of concrete) Cum 3120.08 3120.08 8.94 False None None False None False 27893.5152 0 3499834 125040 None code08 Providing and laying in position Reinforced cement concrete (Columns) for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates. Cum 6495.3 6495.3 8.7032 False None None False None False 56529.89496 0 3499835 125040 None code09 Providing and removing centering, shutting, strutting, propping etc., for Columns cost of all materials, labour complete as per specifications. Specification ( As per CSR the rate shuttering is 70% of RAte of concrete) Cum 4546.71 4546.71 5.71 False None None False None False 25961.7141 0 3499836 125040 None code10 Providing and removing centering, shutting, strutting, propping etc., for Chajja ,Lintel and Copping cost of all materials, labour complete as per specifications. Specification ( As per CSR the rate shuttering is 60% of RAte of concrete) Cum 3897.18 3897.18 2.99 False None None False None False 11652.5682 0 3499837 125040 None code11 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) Kg 96.6 96.6 2543.094 False None None False None False 245662.8804 0 3499838 125040 None code12 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 5065.2 5065.2 61.43 False None None False None False 311155.236 0 3499839 125040 None code13 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications Sqm 1262.1 1262.1 298.08 False None None False None False 376206.768 0 3499840 125040 None code14 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 399.0 399.0 780.0 False None None False None False 311220.0 0 3499841 125040 None code15 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 85.8 85.8 780.0 False None None False None False 66924.0 0 1720530843000 1 None None Other Works P2Construction of SWM site Belongs to Bhagyanagar TP at Koppal (LEACHATE TANK AND DRAIN, LANDFILL AND DRAIN, COMPOUND WALL, SANITORY LANDFILL, PLANTED GRAVEL FILTER, POND, WEIGHT BRIDGE ROOM, BORE WELL) (4SANITORY LANDFILL) 2964050.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3499842 125041 None code01 Earth work excavation for Foundation by mechanical means In all kinds of soils Depth upto 3 m for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Cum 76.65 76.65 1981.76 False None None False None False 151901.904 0 3499843 125041 None code02 Supplying and providing Geosynthetic clay liner laying, anchoring in the trench, seaming, and testing complete as given in general specification complete to form an impervious barrier. The minimum width of the Liner shall be 4.9M. GCL must be anchored within the anchor trench and backfilling, compaction complete at the bottom portion. Rate to include the necessary lap for joining, wastage, and testing including bentonite powder at joints, etc. complete. Measurement will be made as per the finished surface area. GCL in the anchor trench will be taken in measurement. Sqm 210.0 210.0 2100.0 False None None False None False 441000.0 0 3499844 125041 None code03 Supply and installation of 1.5 mm thick HDPE smooth Geo - membrane Liner by blown / Flat die cast process as per list of companies approved in the detail specifications, laying, anchoring in trench, seaming testing complete as per given specification complete to form an impervious barrier . min width of liner shall be 5 M. Geo - membrane must be anchored with in anchor trench including excavation of trench and backfilling compaction complete, at bottom portion. Rate to be include the necessary lap for jointing, wastage testing and extrusion rods complete. Measurement will be made as per finished surface. Linear in the anchor trench will be taken in measurement. Cum 273.0 273.0 2100.0 False None None False None False 573300.0 0 3499845 125041 None code04 Providing and laying 20mm graded coarse aggregates / pebble stones ( for filter bed) as per drawing, specification with all leads and lifts complete etc. as directed by the Enginner. The rate includes cost of material, transportation, laying and compacting with all labour etc.(for drainage layers) Cum 1417.5 1417.5 210.0 False None None False None False 297675.0 0 3499846 125041 None code05 Supply & installation of Non-Woven Geotextile (GT) of 350/M2 made of polypropylene of TC Mirafi(USA) Sqm 322.35 322.35 733.36 False None None False None False 236398.596 0 3499847 125041 None code06 Supplying and filling in plinth with sand under floors, the foundation of bridges including watering, ramming, consolidating, and dressing complete. Cum 2285.85 2285.85 225.093 False None None False None False 514528.83405 0 3499848 125041 None code07 Header Pipe :Supplying and laying of 110mm confirmimng to IS 4984: 1955 with latest amendments & conveying to work site including lading & unloading at both destination & rolling, lowering into trenches, laying true to line & jointing of pipes & specials by electrofusion welding, including encasing the pipe around to a depth not less than 15cms with soft gravel or selected earth available from excavation etc. complete giving hydraulic test as per relevant ISS with all lead & lift including testing & commissioning. The rate is eclusive of required specials & fitting etc. complete NP 10(5% extra for perforation). m 486.15 486.15 225.0 False None None False None False 109383.75 0 3499849 125041 None code08 Header Pipe :Supplying and laying of 160mm confirmimng to IS 4984: 1955 with latest amendments & conveying to work site including lading & unloading at both destination & rolling, lowering into trenches, laying true to line & jointing of pipes & specials by electrofusion welding, including encasing the pipe around to a depth not less than 15cms with soft gravel or selected earth available from excavation etc. complete giving hydraulic test as per relevant ISS with all lead & lift including testing & commissioning. The rate is eclusive of required specials & fitting etc. complete NP 10(5% extra for perforation). m 970.2 970.2 75.0 False None None False None False 72765.0 0 3499850 125041 None code09 Earth work excavation for Foundation by mechanical means In all kinds of soils Depth upto 3 m for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Cum 76.65 76.65 76.02 False None None False None False 5826.933 0 3499851 125041 None code10 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 20 mm nominal size graded crushed coarse aggregates Cum 6014.4 6014.4 9.05 False None None False None False 54430.32 0 3499852 125041 None code11 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately Cum 6266.4 6266.4 30.77 False None None False None False 192817.128 0 3499853 125041 None code12 Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specifications. ( As per CSR the rate shuttering is 3% of Rate of concrete) Cum 5784.51 5784.51 1.0 False None None False None False 5784.51 0 3499854 125041 None code13 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) Kg 96.6 96.6 1846.2 False None None False None False 178342.92 0 3499855 125041 None code14 Providing and supplying to the work site, Single phase Submersible pump Sets of 100mm dia suitable for bore will confirming to IS 8034-2000 specifications, with testing as per instructions of engineer in charge of work and latest amendments- 1.00 HP/0.75 KW - 18 STG (SOR CODE - P050E) No 14376.6 14376.6 1.0 False None None False None False 14376.6 0 3499856 125041 None code15 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. Job 6457.5 6457.5 1.0 False None None False None False 6457.5 0 3499857 125041 None code16 Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. 1x3x2.5 m2 m 102.9 102.9 200.0 False None None False None False 20580.0 0 3499858 125041 None code17 Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Heavy Duty GI pipe:For Heavy Duty GI pipe: Heavy Duty GI pipe of 50mm dia m 642.1 642.1 110.0 False None None False None False 70631.0 0 3499859 125041 None code18 Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type. NOTE: 1) DOL- Direct Online Starter 2) S-D- Star Delta Starter for outdoor Upto 6 HP pumps Each 13125.0 13125.0 1.0 False None None False None False 13125.0 0 3499860 125041 None code19 Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work. Job 1417.5 1417.5 1.0 False None None False None False 1417.5 0 3499861 125041 None code20 Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. Kvar 577.5 577.5 1.0 False None None False None False 577.5 0 3499862 125041 None code21 Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box. Each 1312.5 1312.5 1.0 False None None False None False 1312.5 0 3499863 125041 None code22 Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work. Job 1417.5 1417.5 1.0 False None None False None False 1417.5 0 1720530843000 0 None None Other Works P2Construction of SWM site Belongs to Bhagyanagar TP at Koppal (LEACHATE TANK AND DRAIN, LANDFILL AND DRAIN, COMPOUND WALL, SANITORY LANDFILL, PLANTED GRAVEL FILTER, POND, WEIGHT BRIDGE ROOM, BORE WELL) (5PLANTED GRAVEL FILTER) 174199.02 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3499864 125042 None code01 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm 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 levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. Cum 68.25 68.25 98.8125 False None None False None False 6743.953125 0 3499865 125042 None code02 Supply and installation of 1.5 mm thick HDPE smooth Geo - membrane Liner by blown / Flat die cast process as per list of companies approved in the detail specifications, laying, anchoring in trench, seaming testing complete as per given specification complete to form an impervious barrier . min width of liner shall be 5 M. Geo - membrane must be anchored with in anchor trench including excavation of trench and backfilling compaction complete, at bottom portion. Rate to be include the necessary lap for jointing, wastage testing and extrusion rods complete. Measurement will be made as per finished surface. Linear in the anchor trench will be taken in measurement. Cum 273.0 273.0 98.0 False None None False None False 26754.0 0 3499866 125042 None code03 Providing and laying 40mm graded coarse aggregates / pebble stones ( for filter bed) as per drawing, specification with all leads and lifts complete etc. as directed by the Enginner. The rate includes cost of material, transportation, laying and compacting with all labour etc.(for drainage layers) Cum 1312.5 1312.5 46.375 False None None False None False 60867.1875 0 3499867 125042 None code04 Providing and laying 20mm graded coarse aggregates / pebble stones ( for filter bed) as per drawing, specification with all leads and lifts complete etc. as directed by the Enginner. The rate includes cost of material, transportation, laying and compacting with all labour etc.(for drainage layers) Cum 1417.5 1417.5 19.6 False None None False None False 27783.0 0 3499868 125042 None code05 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 20 mm nominal size graded crushed coarse aggregates Cum 6014.4 6014.4 5.6 False None None False None False 33680.64 0 3499869 125042 None code06 Planting and Maintaining of Flowering Plants Sqm 2.63 2.63 98.0 False None None False None False 257.74 0 3499870 125042 None code07 Supply and delivery at site 50mm dia heavy duty UPVC Column pipes with heavy-duty collars,rubber profile ring vibration control profile ring, freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments ( SOR CODE 320A) m 603.75 603.75 30.0 False None None False None False 18112.5 0 1720530843000 1 None None Other Works P2Construction of SWM site Belongs to Bhagyanagar TP at Koppal (LEACHATE TANK AND DRAIN, LANDFILL AND DRAIN, COMPOUND WALL, SANITORY LANDFILL, PLANTED GRAVEL FILTER, POND, WEIGHT BRIDGE ROOM, BORE WELL) (6POND) 70000.35 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3499871 125043 None code01 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Cum 76.65 76.65 176.31 False None None False None False 13514.1615 0 3499872 125043 None code02 Providing and Laying Stone boulders 300mm( For Filter bed) as per drawing, specifications with all leads and lifts complete, etc. as directed by the engineer. The rate includes the cost of material, transportation, laying and compacting with all labour, etc. ( For drainage layers): Cum 735.0 735.0 35.0 False None None False None False 25725.0 0 3499873 125043 None code03 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A)Stone/Boulder Cum 1716.75 1716.75 13.014 False None None False None False 22341.7845 0 3499874 125043 None code04 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 20 mm nominal size graded crushed coarse aggregates Cum 6014.4 6014.4 0.41 False None None False None False 2465.904 0 3499875 125043 None code05 Providing and laying 20mm graded coarse aggregates / pebble stones ( for filter bed) as per drawing, specification with all leads and lifts complete etc. as directed by the Enginner. The rate includes cost of material, transportation, laying and compacting with all labour etc.(for drainage layers) Cum 1417.5 1417.5 4.2 False None None False None False 5953.5 0 1720530844000 1 None None Other Works P2Construction of SWM site Belongs to Bhagyanagar TP at Koppal (LEACHATE TANK AND DRAIN, LANDFILL AND DRAIN, COMPOUND WALL, SANITORY LANDFILL, PLANTED GRAVEL FILTER, POND, WEIGHT BRIDGE ROOM, BORE WELL) (7WEIGHT BRIDGE ROOM) 303959.08 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3499876 125044 None code01 Earth work excavation for Foundation by mechanical means In all kinds of soils Depth upto 3 m for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Cum 76.65 76.65 37.17 False None None False None False 2849.0805 0 3499877 125044 None code02 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 214.2 214.2 20.22 False None None False None False 4331.124 0 3499878 125044 None code03 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 Cum 5466.3 5466.3 1.4634 False None None False None False 7999.38342 0 3499879 125044 None code04 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) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates. Cum 6240.15 6240.15 1.02 False None None False None False 6364.953 0 3499880 125044 None code05 Providing and removing centering, shutting, strutting, propping etc., for Plinth beams cost of all materials, labour complete as per specifications. Specification ( As per CSR the rate shuttering is 50% of RAte of concrete) Cum 3120.08 3120.08 1.02 False None None False None False 3182.4816 0 3499881 125044 None code06 Providing and laying in position Reinforced cement concrete (Columns) for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates. Cum 6495.3 6495.3 2.43 False None None False None False 15783.579 0 3499882 125044 None code07 Providing and removing centering, shutting, strutting, propping etc., for Beams cost of all materials, labour complete as per specifications. Specification ( As per CSR the rate shuttering is 60% of RAte of concrete) Cum 3897.18 3897.18 1.02 False None None False None False 3975.1236 0 3499883 125044 None code08 Providing and removing centering, shutting, strutting, propping etc., for Slabs cost of all materials, labour complete as per specifications. Specification ( As per CSR the rate shuttering is 50% of RAte of concrete) Cum 3897.18 3897.18 1.41 False None None False None False 5495.0238 0 3499884 125044 None code09 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) Kg 96.6 96.6 500.0 False None None False None False 48300.0 0 3499885 125044 None code10 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 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 7030.8 7030.8 16.19 False None None False None False 113828.652 0 3499886 125044 None code11 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 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 276.9 276.9 27.5635 False None None False None False 7632.33315 0 3499887 125044 None code12 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 386.4 386.4 33.849 False None None False None False 13079.2536 0 3499888 125044 None code13 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 1062.6 1062.6 4.0 False None None False None False 4250.4 0 3499889 125044 None code14 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Sqm 1022.7 1022.7 2.16 False None None False None False 2209.032 0 3499890 125044 None code15 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 80.6 80.6 27.5635 False None None False None False 2221.6181 0 3499891 125044 None code16 Finishing walls with textured exterior paint of required shade :Old work (Two coats on existing cement paint surface applied @ 3.28 ltr/10 m² including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-incharge. Sqm 201.5 201.5 33.849 False None None False None False 6820.5735 0 3499892 125044 None code17 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 64683.15 64683.15 0.73 False None None False None False 47218.6995 0 3499893 125044 None code18 Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures ) Sqm 5327.7 5327.7 1.58 False None None False None False 8417.766 0 1720530844000 0 None None Other Works P2Construction of SWM site Belongs to Bhagyanagar TP at Koppal (LEACHATE TANK AND DRAIN, LANDFILL AND DRAIN, COMPOUND WALL, SANITORY LANDFILL, PLANTED GRAVEL FILTER, POND, WEIGHT BRIDGE ROOM, BORE WELL) (8BORE WELL) 762664.5 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3499894 125045 None code01 Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers’s method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. Each 5398.05 5398.05 4.0 False None None False None False 21592.2 0 3499895 125045 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 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 m m 304.5 304.5 200.0 False None None False None False 60900.0 0 3499896 125045 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 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 m m 382.2 382.2 200.0 False None None False None False 76440.0 0 3499897 125045 None code04 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 m m 345.45 345.45 200.0 False None None False None False 69090.0 0 3499898 125045 None code05 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 160mm dia., 6 kg/sqcm & class 3 m 628.95 628.95 24.0 False None None False None False 15094.8 0 3499899 125045 None code06 Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For 5.00 HP - 120 LPM @ 88 m = 8 STG Outlet Dia - 2.00” Each 36519.0 36519.0 2.0 False None None False None False 73038.0 0 3499900 125045 None code07 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. Job 6457.5 6457.5 2.0 False None None False None False 12915.0 0 3499901 125045 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 m2 m 102.9 102.9 400.0 False None None False None False 41160.0 0 3499902 125045 None code09 Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Heavy Duty GI pipe:For Heavy Duty GI pipe: Heavy Duty GI pipe of 50mm dia m 642.1 642.1 220.0 False None None False None False 141262.0 0 3499903 125045 None code10 Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type. NOTE: 1) DOL- Direct Online Starter 2) S-D- Star Delta Starter for outdoor Upto 6 HP pumps Each 13125.0 13125.0 2.0 False None None False None False 26250.0 0 3499904 125045 None code11 Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work. Job 1417.5 1417.5 2.0 False None None False None False 2835.0 0 3499905 125045 None code12 Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. Kvar 577.5 577.5 2.0 False None None False None False 1155.0 0 3499906 125045 None code13 Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box. Each 1312.5 1312.5 2.0 False None None False None False 2625.0 0 3499907 125045 None code14 Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work. Job 1417.5 1417.5 2.0 False None None False None False 2835.0 0 3499908 125045 None code15 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Cum 378.0 378.0 225.0 False None None False None False 85050.0 0 3499909 125045 None code16 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc.Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 : HDPE Grade PE80-PN6.0, 63mm dia m 195.2 195.2 500.0 False None None False None False 97600.0 0 3499910 125045 None code17 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 (Valume-1, P.No. 7, I.No. 1.10) Cum 128.1 128.1 225.0 False None None False None False 28822.5 0 3499911 125045 None code18 Earthing Nos 2000.0 2000.0 2.0 False None None False None False 4000.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1720530843000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1720530843000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1720530843000 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 1720530843000 0 None None ELIGIBILITY The GST of 18% shall be added separately to the estimate as per Govt Order No. PWD 51 RDF 2019, Bengaluru Dated : 18-03-2022. None 1720530843000 0 None None ELIGIBILITY All Terms and Conditions as per bid documents None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None 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 None None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None List of Financial Resources with Certificates None None None None None None 3.2 To qualify for award of this contract, each tenderer in its name should have in the last five years i.e., 2019-20 to 2023-24 b. Satisfactory completed, at least one similar nature of Sanitary Land Fill Site Work Workdone Certificate certified by an officer of rank than Executive Engineer in the last 5 years. Value not less than Rs. 32.54 Lakhs as prime contractor, with Indent No Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None 3.2 To qualify for award of this contract, each tenderer in its name should have in the last five years i.e., 2019-20 to 2023-24 c Executed in one year for a continuous period of 12 months the following minimum quantities of work Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None PWD Class-1 Registration Certificate Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None 3.2 To qualify for award of this contract, each tenderer in its name should have in the last five years i.e., 2019-20 to 2023-24 a Achieved in at least two financial years a minimum annual financial turnover of Rs. 65.08 lakhs. with valid UDIN No Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None a liquid assets and or availability of credit facilities of no less than Rs. 23.06 Lakhs (Credit lines/ letters of credit/ certificates from banks for meeting the fund requirement etc. (with e-mail ID) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None GST & PAN CARD Others GST & PAN CARD createdTs version createdDate modifiedDate documentName None None None None Others -- GST & PAN CARD None None None None List of existing commitments and ongoing works Others List of existing commitments and ongoing works createdTs version createdDate modifiedDate documentName None None None None Others -- List of existing commitments and ongoing works
tenderCriterionDocumentList	documentName optional documentTypeText 3.2To qualify for award of this contract, each tenderer in its name should have in the last five years i.e., 2019-20 to 2023-24 a Achieved in at least two financial years a minimum annual financial turnover of Rs. 65.08 lakhs. with valid UDIN No True Technical Bid PWD Class - 1 Registration Certificate True Technical Bid 3.2To qualify for award of this contract, each tenderer in its name should have in the last five years i.e., 2019-20 to 2023-24 b Satisfactory completed, at least one similar nature of Sanitary Land Fill Site Work Workdone Certificate certified by an officer of rank than Executive Engineer in the last 5 years. Value not less than Rs. 32.54 Lakhs as prime contractor, with Indent No True Technical Bid 3.2To qualify for award of this contract, each tenderer in its name should have in the last five years i.e., 2019-20 to 2023-24 c Executed in one year for a continuous period of 12 months the following minimum quantities of work True Technical Bid a liquid assets and or availability of credit facilities of no less than Rs. 23.06 Lakhs Credit lines/ letters of credit/ certificates from banks for meeting the fund requirement etc. with e-mail ID True Technical Bid Principal place of business True Technical Bid List of Existing commitments & ongoing works True Technical Bid GST & PAN CARD True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None