createdTs	None
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noticeInvitingTenderDTO	createdTs 1726050836195 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 500.00 emd 15550.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 20-09-2024 16:00:00 tenderQueryClose 13-09-2024 16:00:00 technicalBidOpen None publishedDate 11-09-2024 16:19:58 publishedByPost RDPR_EE_DIV_MNG publishedByUser KPE10481 - VENUGOPAL R bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Executive Engineer splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed None highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08242451284 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1726050836238 version 4 createdDate None modifiedDate None tenderNumber RDPR/2024-25/OW/WORK_INDENT8822 title CONSTRUCTION OF COMMUNITY SOAK PITS IN BALPA GRAMA PANCHAYATH BALPA VILLAGE SULLIA TALUK description CONSTRUCTION OF COMMUNITY SOAK PITS IN BALPA GRAMA PANCHAYATH BALPA VILLAGE SULLIA TALUK category WORKS categoryText Works ecv 680700.52 deptName Rural Development and Panchayat Raj Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 951 locationName RDPR Division Office Managluru provisionalAmount 681688.0 groupOverheadTotal 103835.67 fileNumber EE/PRED/TENDER2/BALPA/AE-1/JE-1/24-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1726050836000 0 None None Other Works CONSTRUCTION OF COMMUNITY SOAK PITS IN BALPA GRAMA PANCHAYATH BALPA VILLAGE SULLIA TALUK 576864.85 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3958530 153386 None Code01 2 House Hold Community Soak pit & chamber (5Unit): Earth work excavation for pipelines/cables by Manual means upto 600 mm 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.Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, Cum 542.08 542.08 41.4 False None None False None False 22442.112 0 3958531 153386 None Code02 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work.In ordinary/soft rock without blasting upto 1.5 m depth Cum 334.88 334.88 21.25 False None None False None False 7116.2 0 3958532 153386 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 6707.68 6707.68 0.35 False None None False None False 2347.688 0 3958533 153386 None Code04 Supplying & errection of RCC rings for well steining of 0.3 Mtr Depth using M-20 grade concrete using clean graded granite or trap or jelly of approved quality 20mm and down size well compacted including centering, from work and plastering for both faces with C.M 1:3 proportion as per design using 6.50mm M.S. coil at the rate of 10 Kgs/ring including cost of steel and fabrication, bailing out of water, errection etc., complete with all lead and lifts.(Excluding cost of cement and Steel). No 1233.95 1233.95 20.0 False None None False None False 24679.0 0 3958534 153386 None Code05 Providing and laying in position Reinforced cement concrete 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 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)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 11138.4 11138.4 0.4 False None None False None False 4455.36 0 3958535 153386 None Code06 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Tonne 100191.84 100191.84 0.05 False None None False None False 5009.592 0 3958536 153386 None Code07 Providing and filling with boulders or rubble of approved size and quality, including hand packing, wedging, filling in voids with quarry spalls and clean sand etc., complete with all lead and lifts, etc., complete Cum 2264.35 2264.35 12.3 False None None False None False 27851.505 0 3958537 153386 None Code08 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm 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 1236.48 1236.48 8.8 False None None False None False 10881.024 0 3958538 153386 None Code09 Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification. I.S. 3620/1979 having compressive strength not less then 3.5 N/mm2 for saturated dry samples. FOR Foundation in C M 1:6 Cum 7138.88 7138.88 3.75 False None None False None False 26770.8 0 3958539 153386 None Code10 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 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 415.52 415.52 32.8 False None None False None False 13629.056 0 3958540 153386 None Code11 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality 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 194.88 194.88 29.05 False None None False None False 5661.264 0 3958541 153386 None Code12 Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. No 2396.8 2396.8 10.0 False None None False None False 23968.0 0 3958542 153386 None Code13 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 75mm 4 KSC Mtr 180.32 180.32 250.0 False None None False None False 45080.0 0 3958543 153386 None Code14 3 House Hold Community Soak pit & chamber (3Unit)Earth work excavation for pipelines/cables by Manual means upto 600 mm 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.Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, Cum 542.08 542.08 37.26 False None None False None False 20197.9008 0 3958544 153386 None Code15 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth Cum 334.88 334.88 18.9 False None None False None False 6329.232 0 3958545 153386 None Code16 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 6707.68 6707.68 0.33 False None None False None False 2213.5344 0 3958546 153386 None Code17 Supplying & errection of RCC rings for well steining of 0.3 Mtr Depth using M-20 grade concrete using clean graded granite or trap or jelly of approved quality 20mm and down size well compacted including centering, from work and plastering for both faces with C.M 1:3 proportion as per design using 6.50mm M.S. coil at the rate of 10 Kgs/ring including cost of steel and fabrication, bailing out of water, errection etc., complete with all lead and lifts.(Excluding cost of cement and Steel).(iii) For 1.50M dia (clear) rings of steining thickness 0.075 M upto 18 M depth No 1512.25 1512.25 15.0 False None None False None False 22683.75 0 3958547 153386 None Code18 Providing and laying in position Reinforced cement concrete 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 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)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 11138.4 11138.4 0.39 False None None False None False 4343.976 0 3958548 153386 None Code19 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. MT 100191.84 100191.84 0.03 False None None False None False 3005.7552 0 3958549 153386 None Code20 Providing and filling with boulders or rubble of approved size and quality, including hand packing, wedging, filling in voids with quarry spalls and clean sand etc., complete with all lead and lifts, etc., complete Cum 2264.35 2264.35 9.0 False None None False None False 20379.15 0 3958550 153386 None Code21 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm 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 1236.48 1236.48 7.92 False None None False None False 9792.9216 0 3958551 153386 None Code22 Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification. I.S. 3620/1979 having compressive strength not less then 3.5 N/mm2 for saturated dry samples. FOR Foundation in C M 1:6 Cum 7138.88 7138.88 2.46 False None None False None False 17561.6448 0 3958552 153386 None Code23 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 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 415.52 415.52 25.83 False None None False None False 10732.8816 0 3958553 153386 None Code24 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality 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 194.88 194.88 17.37 False None None False None False 3385.0656 0 3958554 153386 None Code25 Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. No 2396.8 2396.8 9.0 False None None False None False 21571.2 0 3958555 153386 None Code26 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 75mm 4 KSC Mtr 180.32 180.32 207.0 False None None False None False 37326.24 0 3958556 153386 None Code27 8 House Hold Community Soak pit & chamber (1Unit):Earth work excavation for pipelines/cables by Manual means upto 600 mm 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.Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, Cum 542.08 542.08 28.8 False None None False None False 15611.904 0 3958557 153386 None Code28 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth Cum 246.04 246.04 20.04 False None None False None False 4930.6416 0 3958558 153386 None Code29 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6707.68 6707.68 0.29 False None None False None False 1945.2272 0 3958559 153386 None Code30 Supplying & errection of RCC rings for well steining of 0.3 Mtr Depth using M-20 grade concrete using clean graded granite or trap or jelly of approved quality 20mm and down size well compacted including centering, from work and plastering for both faces with C.M 1:3 proportion as per design using 6.50mm M.S. coil at the rate of 10 Kgs/ring including cost of steel and fabrication, bailing out of water, errection etc., complete with all lead and lifts.(Excluding cost of cement and Steel).For 3.00m dia (clear) rings of steining thickness 0.15m upto 18M depth No 5421.1 5421.1 5.0 False None None False None False 27105.5 0 3958560 153386 None Code31 Providing and laying in position Reinforced cement concrete 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 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)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 11138.4 11138.4 0.71 False None None False None False 7908.264 0 3958561 153386 None Code32 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. MT 100191.84 100191.84 0.05 False None None False None False 5009.592 0 3958562 153386 None Code33 Providing and filling with boulders or rubble of approved size and quality, including hand packing, wedging, filling in voids with quarry spalls and clean sand etc., complete with all lead and lifts, etc., complete Cum 2264.35 2264.35 7.71 False None None False None False 17458.1385 0 3958563 153386 None Code34 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm 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 1236.48 1236.48 7.04 False None None False None False 8704.8192 0 3958564 153386 None Code35 Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification. I.S. 3620/1979 having compressive strength not less then 3.5 N/mm2 for saturated dry samples. FOR Foundation in C M 1:6 Cum 7138.88 7138.88 1.24 False None None False None False 8852.2112 0 3958565 153386 None Code36 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 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 415.52 415.52 16.3 False None None False None False 6772.976 0 3958566 153386 None Code37 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality 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 194.88 194.88 15.84 False None None False None False 3086.8992 0 3958567 153386 None Code38 Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. No 2396.8 2396.8 8.0 False None None False None False 19174.4 0 3958568 153386 None Code39 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 90mm 4 KSC Mtr 235.2 235.2 60.0 False None None False None False 14112.0 0 3958569 153386 None Code40 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete 75mm 4 KSC Mtr 180.32 180.32 180.0 False None None False None False 32457.6 0 3958570 153386 None Code41 Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 Sqm 2999.89 2999.89 1.44 False None None False None False 4319.8416 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1726050842000 1 None None ELIGIBILITY The bidders fulfilling all rules/conditions said in the tender document are eligible. Latest Circulars from Govt. are also applicable. None 1726050842000 1 None None ELIGIBILITY As per tender Agreement clause 24.1, the successful tenderer shall submit the Security Deposit(Performance Security) infavour of Executive Engineer in the form of Bankers Cheque/Pay order for an amount of equivalent to 5% of the contract price and also an additional security for unbalanced tender amount in the form of FDR of any Nationalised Bank within 7 days of receipt of the letter of acceptance and shall enter into an agreement and the work shall be started within a week after agreement. The Name in the FDR/STAMP Paper as per Contractor License. None 1726050842000 1 None None ELIGIBILITY All the documents pertaining to technical bid should be attested by the gazetted officer not less than the grade of District Level Officer. If not said bid shall be rejected and he should be able to produce the attested document at any time, if required. None 1726050842000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1726050842000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1726050842000 1 None None ELIGIBILITY The contractor is supposed to purchase all required materials on his own for carrying out the work, and all the materials shall be tested for its quality prior to construction and its quality shall be of ISI standards. None 1726050842000 1 None None ELIGIBILITY An amount of 1% shall be deducted towards Labour Less from each of the running bill of the contractor. None 1726050842000 1 None None ELIGIBILITY Tenders from joint ventures are not acceptable. None 1726050842000 1 None None ELIGIBILITY Conditional tenders are subjected for rejection. None 1726050842000 1 None None ELIGIBILITY Acceptance/Cancellation of the works are reserved by undersigned without any reasons for the same. None 1726050965000 0 None None ELIGIBILITY Details of machineries owned/heired as said in the tender document is to be certified by the gazette officer/by the notary is to be submitted at the time of tender. If not such tender shall be rejected. None 1726050973000 0 None None ELIGIBILITY All bidders shall upload the details of the following documents: i) Contractor Registration. ii) PAN. iii) TIN. iv) Works completed in last 5 years. v.)Validity Electrical license . vi) Details of minimum quantities of work done in one year. vii) Yearly turnover from last 5 years. viii) Present ongoing works. xi) Tener bid Capacity should be more than Tender amount None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Registration Certificate issued by PWD True Technical Bid Financial Turnover Certificate-5years along with Profit & Loss account True Technical Bid Work completed certificate for latest 5 years issued by not below the rank of Executive Engineer. With Work Indent Number. True Technical Bid Similar nature of work done certificate issued by not below the rank of Executive Engineer. With Work Indent Number. True Technical Bid Contact Number and Communication Address True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None